Welding Journal 1960 10
Welding Journal 1960 10
Welaing
Journal
IN THIS ISSUE
i aon / - - ~— . #
‘kv
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LV.)
SSPAS
SR
ry
your most
Cutting Units
VicIOR EQUIPMENT COMPANY
844 Folsom St 3821 Santa Fe Avenue
San Francisco 7 Los Angeles 58
1145 E. 76th St., Chicago 19
J. C. Menzies & Co., Wholly-Owned Subsidiary
\VIETOR
for welding
and cutting
70
MFRS. OF HIGH PRESSURE AND LARGE VOLUME GAS REGULATORS; WELDING & CUTTING EQUIPMENT; HARDFACING RODS; BLASTING
NOZZLES; COBALT & TUNGSTEN CASTINGS; STRAIGHT-LINE AND SHAPE CUTTING MACHINES; ROLLER AND IDLER REBUILDING MACHINES
For details, circle No. 1 on Reader Information Card
alg
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al
Journ
Technical Papers Designing for Production Welding Gives Industry a Fully Accessible Motor, by A. L. Cooper and W. H. Morse
Recent Developments in Oxy-Fuel-Gas Cutting, by C.C. Anthes.............cceesceeeceees ‘
Items and Machine Welding of a Prepackaged Liquid Rocket Engine, by Ralph L. Hoetger and Walter B. Moen
Reports Stud Welding with a Silicon-rectifier Power Source, by S.Baum
Short-arc Consumable-electrode Welding Applications and Developments, by T. McElrath.
Practical Welder Welded “epithe Center Features Space-saving Economical Design heS. C. Bast, P. Dreier and C .
and Designer
j
Welding Strength
g of Welded
» Aluminum-alloy
n y Box Beams, by y R. J. Brungraber................eeeeees
ungra
Comparative Properties of Aluminum-alloy Weldments, by |. L. Stern, H. V. Cordiano and V. A. DiGiglio. .
Research All-position Welding of HY-80 Steel with the Gas-shielded Process, by C. R. Sibley
Weld Strength and Dimensional Stability of Cold-worked Stainless Steel, by L. Stemann and E. E
Supplement Weismante! ; . . Rea ;
Studies of Methods for Sealing Ends of Reactor Fuel Rods for PWR, by J. J. Vagi and D. C. Martin
Volatilization Phenomena in High-temperature Brazing Filler Alloys, by William Lehrer and Harry
Schwartzbart ‘ rece r ee F is desia abba eae
Proposed Procedure for Testing Shear Strength of Brazed Joints,..
Discussion by W. Lehrer and H. Schwartzbart..
Authors’ Closure
GEweea
seceevamat _ GOVERNING COUNCIL — exec TIVE COUNCIL VICE CHAIRMAN Tee +=Seenerany
I i 1
AMERICAN COUNCIL MATIONAL COUNCIL AMERICANJOCIETYWELDING SHCOMMITTEE
STRUCTURE WELOINGCoumcit
RESEARCH
! |
1S TECHAICAL COMMISSIONS 1S OELEGATES
TECHNICAL &COMMISSIONS
EXPERTS
Charts showing organization of the IIW proper (left) and of the American Council (right)
. -
Three of 12 stainless-steel storable propellant storage vessels welded by Standard Stee! Corp.,
at its Los Angeles, Calif., plant for Titan !| missile program
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Every Hour M. S. Little Brass Goods Company
Rotating jig showing mounted assemblies entering and leaving gas-air furnace.
This Hartford, Connecticut, company makes—in volume—an assembly that goes into
the overflow system of household appliances. The assembly consists of brass tubing and
a machined brass casting. The two components are joined by a preplaced ring of
Handy & Harman Easy-FLo 45 silver brazing alloy and HANDy FLux. Heating is auto-
matic gas-air; parts are placed on a rotating turntable to pass through the gas furnace.
every 60 working minutes, 650 assemblies are completed.
The advantages here are that the manufacturer can use thin-walled tubing with
heavier, threaded components at no sacrifice in strength. Because of Easy-FLo’s
penetrating qualities, the entire shear area is fully as strong as the solid parts of the
assembly, yet considerably lighter. And, casting and machining the components for this
assembly have been greatly simplified.
“ Are you in pursuit of a metal-joining method which offers—among other advantages
—high, uninterrupted production at low capital investment? You may easily find the
yy answer in Handy & Harman silver brazing. Hundreds of manufacturers and fabricators
of as many different products, parts and components are right now enjoying the speed,
economy, strength and flawlessness of brazing. You can too. Just ask Handy & Harman,
Left— brazed assembly. Right— components 82 Fulton Street, New York 38, N. Y.
with preform ring of Easy-FLo 45,
COMING IN NOVEMBER!
New Handy & Harman Brazing Correspondence Course. Simple self-study data on all
phases of brazing. Send for details to Dept. BC.
FOR A GOOD START: Your No.1! Source of Supply and Authority on Brazing Alloys Offices and Plants
Bridgeport, Conn
BULLETIN 20 a4 | B&B Chicago, Ill.
This informative booklet gives a Dallas Texae
good picture of silver brazing and = Deira, Mich ;
its benefits ... includes details on Y New Yok NY.
alloys, heating methods, joint de- : HAN D & HARMAN Providence, R , ™
sign and production techniques. 4 General Offices: 82 Fulton St., New York 38, N. Y. aie teas .
Write for your copy. DISTRIBUTORS IN PRINCIPAL CITIES Toronto, Canada
For details, circle No. 3 on Reader information Card
WELDING JOURNAL | 1007
WORLD-WIDE WELDING NEWS
By Gerard E. Claussen
AUSTRIA axle. Most of the equipment is for tained four spot welds or rivets in a
d-c welding. width of 2 in. The specimen was
A patented boron-treated bronze, 3. Eight pages are devoted to patterned after a highly stressed
described in the September 1959 safety, particularly fire protection, section of the Caravelle. The fa-
issue of the Austrian welding maga- compressed gases and repair of tigue strength based on full sheet
zine Schweisstechnik, contains 12-— torches. cross section was, at 10° cycles,
14% Sn, 0.5% Mn max, 0.3% Si 4. Work at the Magdeburg Weld- 31,300 and 11,200 psi for the welded
max, 0.05°% P max, 0.02% S max, re- ing Institute showed that it was specimens and 27,000 and 9,700
mainder copper. It is used as bare important to secure laminar flow psi for the riveted specimens.
wire for inert-gas welding, metal of CO, through the nozzle of the In November 1959 a group of six
spraying, submerged-arc welding and welding gun. For this reason the French welding engineers visited
oxyacetylene welding, and as core Russian automobile factories, ship-
CO. inlet should be 4 in. above
wire for covered electrodes. Welds the exit of the nozzle. The con- yards, tube mills and welding in-
have unusually high resistance to vergent nozzle constricts the gas stitutes under a _ Franco-Russian
superheated steam and acid mine stream to a diameter of 0.67 in. cultural and scientific exchange.
water, and exhibit a tensile strength In December five Russian welding
at the exit. With » to 17/%
of 36,000 to 50,000 psi. in. nozzle-to-work distance and a engineers visited France. The Rus-
EAST GERMANY CO, flow rate of 17 cfh, the nozzle sian group included Prof. Rykalin;
can be advanced at a reasonable Mr. Kotchanovski, Scientific Vice-
The East German welding mag- President of the Leningrad Welding
travel speed without causing atmos-
azine Schweisstechnik for January pheric contamination. Wind veloc- Institute; Mr. Tarkov, electrode
1960 contains the following ar- expert; Mr. Dudko, Engineer at
ities of 4.5 mph or more must be
ticles: the Paton Institute of Welding in
avoided.
1. The role of CO evolution in Kiev; and Mr. Baranov, an auto-
5. In September 1950, the Czech
affecting transfer of molten globules matic welding expert. Prof.
Welding Institute in Bratislava
from bare steel electrodes */;, in. Rykalin spent two days lecturing
celebrated its tenth anniversary.
diam at 160 amp was studied. at meetings of the French Society
From the papers presented on the
High-speed color motion pictures of Welding Engineers.
occasion the following interesting
750 frames per second) of metal
points were taken.
transfer from 0.93% C steel were
(a) Condensers in parallel with NETHERLANDS
made in argon and air. In argon
the rectifier power supply some-
a few gas explosions were observed A detailed description of the
times are advantageous in CO,
in the globules. In air the globules manual welding of a supersonic
welding.
rapidly expanded and burst. The wind tunnel for the Netherlands
6b) In 16Cr-—13Ni _heat-resist-
gas causing internal inflation of the Aircraft Laboratory is given in
ing steel, 3° tungsten causes the
globule was CO. It was evolved the February 1960 issue of Lastech-
appearance of a special carbide,
in the globule close to the elec- niek. The tunnel consists of 62
called W phase, which improves
trode-globule junction. Chemical cylindrical sections 9 to 39 ft
weldability and is stabilized by the
analysis of gas evolved from steel diam, ' .- to 1' ,-in. wall. All im-
addition of 0.004% boron.
electrodes deposited under water portant welds were radiographed,
(c) A semiautomatic gun for
revealed some CO, which con- less than 4° being defective. All
argon welding aluminum was de-
firmed the presence of CO in the vertical welding was done with
veloped for use with a generator
globules. By bursting the globules, | .-in. electrodes at 135 amp.
having a slightly drooping char-
CO increased the number of globules
acteristic. Current densities from
per second from 1 in argon to 10 RUSSIA
30,000 to 75,000 amp per square
in air.
in. of electrode cross section are The December 1959 issue of
2. Components of equipment for
submerged-arc welding are dis- used. Avtomaticheskaya Svarka, the
cussed by two engineers of the Russian automatic welding mag-
FRANCE azine, contains the following ar-
Central Welding Institute. Four
types of current pickup are used. The French Welding Institute’s ticles:
Brass contact tubes wear rapidly, magazine Soudage et Techniques 1. Low dilution in surfacing high-
but a pair of brass contact rollers Connexes for November-December pressure steam valves with Type
provides three months of two- 1959 contains an article that com- 430 stainless and stellite by sub-
shift operation without replace- pares the tensile fatigue strength merged-arc welding is achieved by
ment. The live axle of the travel of spot-welded 0.032-in. Alclad dur- feeding two electrodes into the
carriage is hollow; the wheel axle alumin specimens with similar riv- same arc zone. As the speed of
fits inside and is keyed to the live eted specimens. Two thicknesses feeding the second cold electrode
of Alclad duralumin were joined was increased, dilution decreased.
Dr. GERARD E. CLAUSEN is associated with For example, with *’,,-in. electrodes
Arcrods Corporation, Sparrows Point, Md. to the through sheet which con-
1 N > = Ss eS rm 8 @ Ss, ! N c.
AMERICAN PLATINUM & SILVER DIVISION
231 NEW JERSEY RAILROAD AVE. + NEWARK 5S, NEW JERSEY
SALES OFFICES: SAN FRANCISCO * LOS ANGELES * CHICAGO» NEW YORK» MIAMI ORLANDO » DALLAS
Sc TRIBUTORS' a2.8.C. METALS CORPORATION * DENVER * AUSTIN-HASTINGS COMPANY, INC. * CAMBRIDGE * WORCESTER+ HARTFORD. BURDETT
OXYGEN COMPANY CLEVELANO INCINNAT COLUMBUS AKRON © DAYTON YOUNGSTOWN MANSFIELD © FINDLAY DELTA OXYGEN COMPANY. INC,
MEMPHIS EAGLE METALS COMPANY SEATTLE PORTLAND SPOKANE NOTTINGHAM STEEL & ALUMINUM DIV. A. M. CASTLE & COMPANY CLEVELANO
OLIVER H. VAN HORN CO inc NEW OP LEANS FORT WORTH “OC STON PACIFIC METALS COMPANY LTD SAN FRAN sco SALT LAKE CiTy
LOS ANGELES SAN DIEGO PHOENIX STEEL SALES CORPORATION ~ acc MINNEAPOLIS * INDIANAPOLIS KANSAS CITY GRAND RAPIOS
DETROIT st. Lours MILWAUKEE LICENSED CANADIAN MANUFACTURER ENGELHARD INOUSTRIES OF CANADA, LTO. TORONTO MONTREAL
For details, circle No. 4 on Reader information Card
WELDING JOURNAL | 1009
at 540 amp, 38 v, dilution decreased 4% tin, 3% zine, provided the The repair of manganese bronze
from 40 to 9% as the speed of lead content of the base metal and aluminum bronze by metal
feeding the dead electrode increased did not exceed 3%. inert-gas welding is described
from 0 to 30 ipm. 7. The conditions are analyzed in the January 1960 issue of Svetsen,
2. A three-phase system for re- for supercritical flow of oxygen from the magazine of the Swedish Weld-
sistance butt welding railroad rails the orifice of a cutting torch. A ing Society. Good results were
utilizes 10- and 50-cycle power at graph shows that beyond a pres- secured with local preheat at 570
a power factor of 0.7 to 0.8. The sure of 27 psi, the density of the F and '/,y-in. aluminum bronze
welding time was lower for the 10- oxygen is directly proportional to electrode. The weld metal had a
than for the 50-cycle power. pressure. Steel masses 5 ft thick tensile strength of 72,000 to 79,000
3. A mathematical analysis re- were cut at an oxygen pressure of psi.
sults in an equation relating the 21 to 29 psi. The penetration of a weld bead
angle of ignition of an ignitron in 8. The building up of worn steel beneath the surface of the plate
a spot-welding circuit to the ef- rolling-mill rolls 10 to 50 in. diam by is expressed by Gunnert as p
fective welding current and voltage. submerged-arc welding is described. yVI‘/VE*, where p is_penetra-
4. Empirical formulas for spot Flux AN 20 was used with an elec- tion, mm, / = current in amp, V
welding mild steel show that the trode containing 0.35 C, 2.5 Cr, travel speed, cm/min, E = arc
diameter in mm of the effective 8 W, 04 V. The deposit was voltage. The constant y is 0.04
working area of the electrode is 460 to 600 Brinell. for submerged-arc welding and 0.055
5.5T, where T = sheet thick- 9. A condenser-discharge weld- for CO, welding of steel. The tests
ness in mm. The compressive ing machine for watchmaking is on which the CO, constant is based
force in kg/mm? on the electrode described. included travel speeds from 15 to
is 2007. The relation between 10. An instrument has _ been 45 cm/min (6 to 18 ipm), 280 to
current / in amperes and welding devised for the nondestructive 360 amp, 27 to 35 v, with ', «-
time S in seconds is /*°V7S/10° = metallographic examination of in. electrode.
22T? + 10. welds. The Swedish Welding Society
5. The effect of potassium in had 2623 members on Jan. 1, 1960,
increasing the stability of a steel SWEDEN distributed among 12 local sec-
welding arc in alternating current The Swedish magazine Svetsaren tions.
is expressed mathematically in terms No. 3, 1959) describes the welding
of the decrease in temperature of the of traveling cranes of lattice-truss SWITZERLAND
arc upon switching off the current. and plate-girder design. Rotating The first of a series of articles
A small amount of potassium in positioners and radiographic con- “From the Designer’s Portfolio”
the arc lowers the arc temperature, trol were used. is featured in the November 1959
but greatly reduces the rate of cool- The “Delta” bridge, a new de- issue of the Swiss magazine Oe6cr-
ing of the arc during passage through parture in truss bridge design for likon Schweiss-Mitteilungen. Sam-
the zero-current part of the a-c highways, is described in another ple calculations are given for six
cycle. The melting rate of the article. A cross section of the pressure-vessel designs: (1) shell,
electrode was not changed by the bridge has the shape of the Greek 2) shell with unreinforced holes,
addition of potassium. letter delta. All members, in- (3) thick-walled shell, 5'/> in. thick,
6. Leaded brasses were sub- cluding the single top chord, are (4) shell with external pressure,
merged-arc welded without cracks of welded lattice design. The de- 5) jacketed shell, and (6) checking
or porosity with AN 20 flux and a sign is patented by Hans Schroder, for yield under triaxial stress.
copper-alloy electrode containing AB, Lidingo, Sweden. Another article discusses the
straightening of welded structures.
The relatively small distortions in
JAPAN the tension zones of welded struc-
tures do no harm and should not
be straightened. If straightening
is necessary in compressive zones,
as in web plates, the section should
be heated uniformly just below
Ac, and straightened mechanically.
Internal stresses created by straight-
ening may do more harm than
good.
WEST GERMANY
The basic philosophy of eco-
nomical manufacture of welded
pressure vessels, according to a
writer in the West German maga-
zine Schweissen und Schneiden for
November 1959, is ‘“‘Not as good as
possible but as poor as allowable.”
This principle is illustrated with the
aid of probability curves of bursting
pressures. The shape of _ these
curves is shown to depend on weld
defects and other factors not capable
of inclusion in the usual design for-
Welded construction of Kawasaki power plant. (Courtesy IIW.) mulas.
® Especially designed for remote handling of iridium much as 30 curies of iridium 192, approximately
192 equivalent to a 260 KV X-Ray machine. This adds
e@ Excellent for panoramic and internal exposure up to significant reductions in exposure times.
© Permits exposure of iridium sources by remote con-
trol as far as 50 ft. away. And you get complete service from Budd— including
radioactive source supply and encapsulation, source
oa™ - Skid mounted or portable, this Budd replacement and disposal, training for your person-
) Iriditron unit provides all the versatility nel (at no charge) and aid in setting up complete
of the traditional unshielded source for radioactive facilities.
pipe weld radiography, panoramic ex-
posure of multiple specimens, circumferential and Write or call Budd Instruments Division for our
longitudinal welds in boilers and pressure vessels. Gamma Radiography Bulletin . . . or for a consulta-
The unit can hold extremely strong sources... as tion on your requirements.
INSTRUMENTS aD iA yA
MA DEMEMEM oision
THE BUDD COMPANY - P.O. Box 245 + Phoenixville, Pa.
Consult your phone hook for sales offices in: Atlanta, Ga., Oak Park, Ill., Dallas, Tex.,
Los Angeles, Calif.
In Canada
Budd Instruments, Ltd., 170 Donway West, Don Mills, Ont.
For details, circle No. 5 on Reader Information Card
WELDING JOURNAL | 1011
EASY-TO-USE Inco-Hard “1” Electrode proved an inexpensive way to
extend the service life of mild steel box used for blast cleaning. No
special welding techniques needed.
Inco-Hard “1”
overlays extend
service life of
The surfaces of this steel box are exposed good for long, trouble-free service. excellent control over bead contour and
to the highly abrasive action of blasted It’s easy to see why. As applied to size ...and the deposit is usually smooth
steel shot for 5 hours a day in the clean- steel, a one-layer deposit of Inco-Hard enough to let you skip grinding.
ing of castings and forgings. “1” gives a 500 Brinell surface hardness; Want the full story? Write for our 8-
The steel cover-plate was wearing two layers give 600-700 Brinell. page booklet, “New Inco-Hard “1” Elec-
out in 6 or 8 weeks, the liner in 2 weeks. You can do it, too. There are no spe- trode for Hard-Surfacing . . .” It’s free
Overlay welds made with ordinary mild cial techniques to learn. With either AC on request. *! trademark
steel welding rod didn’t extend service or DC, you get a stable, spray-type arc
life any measurable amount. in all positions. There’s a minimum of HUNTINGTON ALLOY PRODUCTS DIVISION
spatter ... excellent “wash”... good slag The International Nickel Company, Inc.
But now things are different. Since removal. Deposition rate is high, with Huntington 17, West Virginia
Smith System Manufacturing Co., Min-
neapolis, Minnesota switched to Inco-
HKard* “1” Electrode, the box has gone 4N~.
10 weeks—with so little wear on the INCO WELDING PRODUCTS
overlays that no repair or rebuilding
has been needed, and appears to be TRADE MARK electrodes * wires * fluxes
For details, circle No. 6 on Reader Information Card
1012 | OCTOBER 1960
Foreign Competition
Fifteen years after the close of a war which was standards of living, are far lower. It is time
won largely by American control of the seas, the for the American welding industry to take
American shipbuilding industry, whose superb a hard look at its present practices. The answer
production effort was in large part responsible for lies in increased productivity through the de-
our gaining that control, finds itself priced velopment of new engineering and welding pro-
out of the world market. An industry that cedures. Mechanization of production welding is
turned out tankers, liberty and victory ships, imperative, and this must be preceded by in-
landing craft and combatant vessels by the creased research and development in metal join-
hundreds is reduced to the production of specialty ing techniques. Many production techniques,
items-—highly complex Naval vessels and prestige loosely called “‘automation”’ in other industries,
passenger liners--and what little merchant ton- can and should be applied to shipbuilding.
nage that can be sustained by a meager subsidy. To accomplish all of this will require a con-
Despite the advantages of a 10-year competition- certed effort on the part of the design engineer,
free crack at world markets hungry for our prod- the welding engineer, the research scientist, the
ucts, we have been unable to maintain leadership. educator, industry and government.
American ship operators are building tankers, The Navy’s Bureau of Ships set a good ex-
and other merchant ships on the building ways ample, recently, in the formation of the Sub-
of Europe and Japan. marine Structural Advisory Panel, to help im-
One of the more important elements in high prove construction practices in submarines con-
shipbuilding costs is the cost of welding. The structed of HY-80 steel. More action of this
plain fact is that our foreign competitors today kind, on an across-the-board scale, is essential if
rival us in know-how, and in_ productivity, we are to maintain a healthy shipbuilding indus-
while their wage rates, geared to lower try.
Carleton Shugg
PRESIDENT
ELECTRIC BOAT DIVISION
Welding
Journal
Model M-295 a-c welder
Wide range Miller M-295 a-c welder packs a lot Star SRH) but is less weather-resistant. If your
of versatility in its compact 25” x 19” x 28” case. d-c welding is done under a roof, then you'll
What’s more, it’s a genuinely low-cost 40 volt want to know more about the Miller Silver Star,
200 ampere industrial welder that doesn’t pre- and the economies it offers. Two sizes avail-
tend to be all things to all men. Rather, it offers able: H-3-SR with amperage ranges of 40-295
typical Miller sturdiness and reliability in a 60% and 75-450; and H-4-SR with ratings of 50-350
duty cycle machine that’s ideal for general main- and 100-600.
tenance and light production welding. Welding
amperage ranges are 25-115 and 80-295. Power Complete information will be sent promptly upon re-
factor correction available as option. quest. Please specify model in which you're interested.
Designing for
Production Welding
ABSTRACT. A new concept of welding design has produced design were drawn from experience developed in
large electric motors which are fully accessible for inspec- producing large electric motors hereafter referred
tion and maintenance, have interchangeable parts, oper-
ate at reduced noise levels and are produced by produc- to as conventional machines. While conventional
tion-line techniques. Utilization of weld assembly machines represent a design that utilizes weld
fixtures with manual metal-arc, automatic submerged- fabrication and a minimum of material, they pos-
arc and inert-gas-shielded arc processes to produce the sessed disadvantages in manufacturing and servic-
motor components is described. Production-line tech-
niques for producing stator cores without machining were ing after installation. With this experience, the
made possible through application of a new type welded F,/A motor objectives were established as follows:
locator joint coupled with functionalized welded-motor 1) shall be capable of fixtured weld manufacture;
components. 2) shall provide interchangeable parts; (3) shall
Introduction minimize replacement spares for the user customer;
4) shall permit quick disassembly and reassembly
In 1957, a design concept for a fully accessible motor without requiring realignment of the parts; (5) shall
(F/A) was developed for 200- to 7000-hp induction operate at reduced noise levels; (6) shall be a more
and synchronous electric motors. Objectives of the readily manufacturable design adaptable to shorter
delivery dates; and (7) shall possess improved ap-
A. L. COOPER is Supervisor, Mfg. Engineering and W. H. MORSE is
Manager, AC Motor & Generator Engineering, L. R. A. Dept., Westing pearance. These objectives were applied to the
house Electric Corp., East Pittsburgh, Pa drip-proof, splash-proof and the weather-protected
Paper presented at AWS 4ist Annual Meeting held in Los Angeles
Calif., Apr. 25-29, 1960 motors more commonly found in the conventional-
SPLASH
PROOF
Fig. 3—Stacking electrical sheet stator core. Left, conventional machine; right, new fully accessible machine
Fig. 5—Stator-coil winding. Left, conventional
machine; right, new fully accessible machine
Oxygen Cutting Detail Parts Fig. 6—Exploded view of fully accessible motor components
Cutting with natural gas and oxygen was used to
produce detail parts from material in. and greater
in thickness. Tolerances of plus nothing, minus
in. are maintained on critical dimensions and con-
tours. Figure 7 shows an electronic line-scanning de-
vice tracing from a paper template and cutting a top-
enclosure detail. Maintenance of the oxygen-cut-
ting tolerance requires: (1) preparation of the paper
template from a master metal template; (2) a 4 hr
maximum time limitation on the use of the ‘paper
template; (3) single-torch operation; and (4) use of
wedges at preselected spots to prevent movement of
the detail part within the oxygen-cut kerf during the
cutting operation. Oxygen-cutting data for in.
SAE 1015 steel areshownin Fig. 7. In addition to the
wedges, gas savers are utilized to minimize distortion
of the part during the cutting operation. The
gas-saver equipment is shown immediately above the
torch and to the right of the control console. High
readings for the preheat gases are used to pierce the
starting hole for the cut and then immediately
switched to a preset low setting for cutting. The
* i/e We
oxygen-cut detail parts are then drilled and tapped iam High < 35 pei
Preheat ¢ Metural High - 1 of.
as required prior to the next manufacturing opera- ae \ Ges
tion. fe.
Welding-fabrication Area
Fig. 7—Natural gas—oxygen cutting a top enclosure detail
Effective manufacture of the base assembly and from in., SAE 1015. Note wedges inserted in kerf
top enclosure required fixtures and a basic production to prevent movement in cutting operation
4
FIXTURE STORAGE
Fig. 9—Welding base-corner assembly in fixture. A line. Figure 8 is a three-dimensional layout of this
leted corn ly h h ‘ ,
—, corner assembly hangs from chain area. Raw material and detail parts are stored at
attic Hse one end of the aisle. The details used in the base
tt) fabrication are fabricated into subassemblies that
thet | : move to the right into base final assembly.
In contrast to the base fabrication, only one fix-
ture is required to fabricate the top enclosure.
Detail parts are moved from the raw-material
storage to a point next to the fixture so that the parts
may be loaded into the fixture with an overhead jib
crane.
The inspection area is located between the base
and top-enclosure final-assembly areas. Fixture
storage in special racks is shown at the far right.
Base Fabrication
Adaptation of the machine base to production-line
techniques required fabrication of two subassemblies.
Four corner subassemblies are required for each
completed base. Figure 9 shows the welding of the
base-corner assembly in a _ trunion-type fixture.
This fixture locates and clamps the various detail
parts for welding and may be positioned for hori-
zontal and positioned fillet welding in accordance
with the arc-welding process procedure described in
Fig. 10. Intermittent welds made with E6016
or E7018 electrode are used. The procedure sheet
— ss
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FOR STEP I2
st
Rotor Assembly
For certain sizes, forged rotor shafts were rede-
signed to mild-steel (SAE 1015) arms welded to an
SAE 1035 carbon-steel shaft. Figure 13 shows the
automatic submerged-arc welding, the preheating
operation and the welding data. The shaft and
arm are preheated to 400 to 500° F prior to tack
The proper use of propane or natural gas and the selection of suitable
Recent Developments in
Oxy-Fuel-Gas Cutting
BY C. C. ANTHES
In recent years there has been an increasing use of paper is to discuss the proper use of propane or
fuel gases other than acetylene in the oxygen cutting natural gas and the selection of suitable equipment.
of steel. In some types of cutting, the use of either Operators, who have used acetylene as the pre-
oxypropane or oxy-natural-gas preheat produces heat fuel gas in cutting, often find it difficult to
satisfactory results with over-all cost savings. switch to other fuel gases and obtain satisfactory
Other types of cutting can best be performed with results. Fuel gases such as propane and natural
the high-temperature highly concentrated flame of gas call for torch-valve adjustments and preheat-gas
the oxyacetylene preheat. The purpose of this pressure settings that are different from those for
acetylene. In addition to different flame settings,
C. C. ANTHES is Project Engineer at the Development Laboratory of torches designed for acetylene service are not
the Linde Co., Div. of Union Carbide Corp., Newark, N. J
entirely suitable with other fuel gases, particularly
Paper presented at AWS 41st Annual Meeting held in Los Angeles, Calif.,
Apr. 25-29, 1960 natural gas.
Preheat-gas Velocity 44
The effect of the velocity of the preheat gases oly 5 1.6 1.7 8 1.9 2.0 2.1 2.2 2.3
Q/A value) leaving the flame ports is important PREHEAT GAS RATIO- VOLUMES OF PREHEAT OXYGEN
PER VOLUME OF NATURAL GAS
relative to the effectiveness of preheat, especially
for pierce starts in mechanized cutting. Figure 1 Fig. 2—Preheat start time vs. preheat-gas ratio (natural gas
flow—65 cfh, velocity of preheat gases issuing from flame
shows the preheat time in seconds for pierce starts on ports—1000 fps with 2 to 1 preheat-gas ratio, center of plate
a 2-in. thick plate in relation to preheat-gas velocity, preheat—2-in. material, flame inner cones just touching
in feet per second, as the gases leave the flame port metal surface)
ro)
3@
o
mo
+
n
PREHEAT
TIME
START
-SECONDS
- nN
PREHEAT
TIME
START
SECONDS
= 40 50 60 70 80
i} 30 3.5 40 45 5.0 5.5 6.0
PREHEAT GAS RATIO-VOLUMES OF PREHEAT OXYGEN PER VOLUME OF PROPANE NATURAL GAS FLOW ~- CFH
Fig. 3—Preheat start time vs. preheat-gas ratio (propane Fig. 4—Preheat start time vs. natural-gas flow (preheat
flow—30 cfh, velocity of preheat gases issuing from flame oxygen to natural-gas ratio—2 to 1, velocity of preheat gases
ports—1000 fps with 5 to 1 preheat-gas ratio, center of plate issuing from flame ports—1000 fps, center of plate preheat—
preheat—2-in. material, flame inner cones just touching 2-in. material, flame inner cones just touching metal sur-
metal surface) face)
>nyfFDaN@Ww a
-/’4:
4
>
PREHEAT
TIME~-SECONDS
START
So= > °s
PREHEAT
START
TIME-
SECONDS
or= 30 35 40 45 Yea "ie ~hea -Y2 ~Yea ©
PROPANE FLOW — CFH FLAME INNER CONE DISTANCE FROM PLATE SURFACE — INCH
Fig. 5—Preheat start time vs. propane flow (preheat oxygen Fig. 6—Preheat start time vs. flame inner cone distance from
to propane ratio—5 to 1, velocity of preheat gases issuing plate (natural-gas flow—65 cfh, preheat oxygen to natural
from flame ports—1000 fps, center of plate preheat—2-in. gas ratio—2 to 1, velocity of preheat gases issuing from
material, flame inner cones just touching metal surface) flame ports—1000 fps, center of plate preheat—2-in. mate
rial)
PREHEAT
—— OxYGEN >
—>
Suen GAS aS
The degree of preheat cutback is governed by and thereby greatly shortened preheat start times.
several factors. One factor is the condition of the One advantage is the greater stability of such
plate surface. If the plate surface is coated with flames. High-velocity flames are resistant to dis-
heavy rust and scale, the quantity of preheat re- turbance by flying scale or dirt from the plate surface
quired may very well approach the full preheat that would normally cause lower-velocity flames to
flow used for starting. Another factor is the type of pop and possibly result in losing the cut. Another
steel being cut. Some steels, especially the high- advantage is that the high-velocity flames reduce
alloy steels, require considerable preheat volume nozzle fouling with slag to a minimum. This is
even during the cutting cycle. A third factor also especially important in the case of mechanized
is the type of cutting being done. Cutting bevels cutting when using multiple torches in _ pierce
for plate preparation for welding is one such type starting. In this type of cutting, it is customary to
requiring considerable preheat during the cutting reduce further the chances of nozzle fouling by
cycle in order to maintain a reasonable cutting raising the preheat flames off the surface of the
speed. Preheat cutback for the cutting cycle when work for a distance. This is done even though it
cutting relatively clean low-carbon steel with the means lengthening the preheat start by a marked
average light coating of mill scale will be as much as degree.
approximately 75°% for relatively light plate (*/s; to Torch Selection
2 in.), tapering off to 10 to 25% cutback for the
Having established preheat requirements, the
heavier plate (3 to 8 or 10 in.). In all cases, the
next step is to select torches that will permit use of
preheat cutback should be just sufficient to eliminate
the correct preheat. This is often difficult, since
kerf top-edge roll-over. Any preheat reduction
operators are not fully familiar with torch perform-
beyond this point will reduce the cutting speed.
ance on the various fuel gases. The cutting torch
In fact, many operators complaining of reduced
plays a large part in the effective use of fuel gases.
cutting speed when using fuel gases other than
Choice of the type of torch (low- or medium-pres-
acetylene are, in most cases, using an insufficient
sure) must be governed by the fuel-gas supply
volume of preheat.
pressure. An aspirating injector-type torch must
Oxy-Fuel-gas Ratio Changes be used if the fuel-gas supply pressure is 3 psi or less.
It is desirable to also reduce the ratio of preheat If the fuel-gas supply pressure is above 3 psi, a
oxygen to fuel gas once the cut is started (see Fig. 7) torch having a medium-pressure injector or mixer is
In the case of natural gas, the ratio should be reduced preferable if full preheat effectiveness is to be
from 2 to 1 to approximately 1.5 to 1. Propane realized.
requires a reduction in ratio from 5 to 1 to approx- Aspirating injector-type torches as illustrated in
imately 3.5 to 1. The softer flames of the lower Fig. 8 for use on low-pressure fuel-gas supplies have
ratio ensure maximum cutting speed coupled with limitations that should be understood. In order to
top-quality cuts with no slag adherence. Very aspirate sufficient fuel gas for effective preheat, it is
heavy cutting (10 in. on up) will benefit from use of necessary to utilize a relatively high preheat-oxygen
still softer flames—that is, flames obtained with a pressure. In the case of a two-hose torch, such as a
ratio as low as 1 to 1 for natural gas, and 2.5 to 1 for hand-cutting torch or a so-called two-hose machine
propane. cutting torch, the cutting-oxygen pressure required
The use of high-velocity high-ratio preheat has for a given thickness of cut establishes the maximum
advantages other than more effective heat transfer preheat-oxygen pressure that can be obtained.
ABSTRACT. Many factors enter into the selection of a instant use. During the course of propellant research,
rocket power plant for missile systems designed for the engineering development of a rocket engine to
specific missions. One of the most important factors in utilize the propellants was conducted. This develop-
the selection is a consideration of the propellant system. ment was concerned not only with engine design to
A significant addition to the arsenal of missiles is the first meet performance predictions, but also with the physical
production of a prepackaged storable liquid rocket design for manufacture in production quantities. One
engine. This rocket-engine development is the result of of the most important design considerations was the
propellant research that has culminated in a hypergolic use of welding to assemble the forged and machined
bipropellant combination. The propellants can be components so that the assembly would be capable of
loaded into the tanks at the point of missile manufacture withstanding the high pressure developed in firing and,
and then be stored over extended periods ready for during storage, would resist the corrosive attack of the
propellant.
RALPH L. HOETGER is Plant Superintendent, Thiokol Chemical The type of liquid engine described consists of a com-
Corp., Reaction Motors Div., Bristol, Pa., and WALTER B. MOEN is
Engineering Manager. Special Products Department, Air Reduction bustion chamber and exhaust nozzle completely sur-
Sales Co., Union, N. J rounded by a propellant tank. Forward of this com-
Paper presented at AWS 4ist Annual Meeting held in Los Angeles, bination, but integral with it, is another annular-pro-
Calif., Apr. 25-29, 1960 pellant tank surrounding a solid-propellant grain used
“al
{ PRessune
Tesr a
[ctwawic
© COATING]
coarim
* CHAMBER
fimau assy
FALLINGB LOADING
M-MACHINE
W-WELDING PAINTING
1- INSPECTION a
Fig. 3—Simplified sequence of production processes Fig. 4—Header—metering orifice welding machine
subassembly which can be recognized as the final main part of the engine assembly. When the parts
engine envelope. Here again, this lathe utilizes a are loaded into the machine with the aid of loading
semistandard head-stock design. However, to per- supports, the parts must be indexed radially with re-
mit the use of the machine for a variety of present spect to each other. Radial alignment is obtained by
and future uses, the tail stock is both powered and the use of special head and tailstock tooling that ro-
adjustable along the bed ways. Power is applied to tate in unison. Backlash is held to an absolute
the tail-stock spindle through a chain-and-sprocket minimum.
arrangement. A tungsten-arc holder and filler-wire
feeder are mounted on a hand-powered side-beam End-closure Final Assembly
carriage. A 300-amp balanced-wave power supply The end closures are made on the same type of
furnishes welding power. basic machine except that the rotation axis is vertical
Prior to loading into the machine, the parts are and the gas metal-arc welding-head mount is on top
assembled with stainless-steel backing rings that re- of the machine, Fig. 11. Torch arrangement for
Fuel tank to head assembly Internal subassembly chamber to header Internal subassembly liner to header
Center closure End-closure chamber to fue! tank closure liner to oxidizer tank
Fig. 12—Section of welds obtained on Guardian I! engine
each end closure is provided in the head mount by Because of advances in welding that have per-
having two degrees of rotational freedom and two mitted applications to high production under closely
degrees of linear freedom. Special tooling, roughly controlled conditions, high-quality rocket engines
in the center of the vertical support column, con- with minimum rejects are being produced. It is
sists of a fixture that permits the entire assembly to significant that production management now regards
be inverted. welding as another step in the fabrication process
The joint design of the piece parts welded on the and have completely integrated it into the production
aforementioned machine, the process data for each cycle.
joint and other pertinent facts were established after The ability to produce a reliable packaged liquid
a prove-out period. This information is summarized thrust unit is a testimony to the intelligent coopera-
in Table 1. Sections of the weld are shown in Fig. tion that exists between the design and production
12. engineers of the fabricator and the supplier of the
integrated package consisting of welding equipment
Conclusion
and tooling.
While most of the public interest is centered on the
development of large ballistic missiles, the smaller, Acknowledgment
shorter range, work-horse guided missiles occupy an The authors wish to acknowledge the efforts of
equal if not greater importance to the defense effort. many individuals in both organizations who have
Significant developments in the propellant and contributed to the satisfactory solution of many of
thrust-unit field have opened up a new era in rocket the production-welding problems and to their col-
engines, employing storable-propellant systems. leagues who offered constructive criticism in the
The first of these systems is now in production. preparation of this presentation.
Fig. 1—Welding '/, in. diam solid-fluxed hook studs in a compartment aboard the N.S.S. Savannah,
using two paralleled silicon-rectifier power sources stationed 200 ft away. Inset shows power sources on
main deck. (Courtesy of New York Shipbuilding Corp.)
Power Source S. BAUM was formerly associated with the Philadelphia Naval Shipyard
He is now Consultant Welding Engineer, New York, N. Y
Paper presented at the AWS National Fall Meeting held in Pittsburgh,
BY S. BAUM Pa., Sept. 26-29, 1960
mSek
i.
iivinnnanetinny:
\"
\\
\\
\"
\ vveedidenentttite
Fig. 7—Tensile specimens—type and location of fracture of
-in. diam studs welded on 40.8 Ib high-tensile steel plate
in the vertical position using two paralleled machines
Conclusion
The performance of the _ transformer-silicon-
rectifier power source for stud welding has resulted
in wide acceptance of this specialized machine.
In turn, this has generated improvements and re-
finements in the design leading to a reduction in the
ripple in the secondary characteristics and an in-
crease in the number of current selections. Addi-
tionally, circuits have been modified for maximum
equipment reliability.
Stud welding has been finding an ever increasing
number of applications in recent years. The avail-
150 ft of cable 200 ft of cable
ability of a high-performance compact power
Fig. 3—Macroetched specimens of welds made with 5/,-in. source should spur the rate of growth of stud welding,
diam studs on 40.8 Ib high-tensile steel plate in the vertical particularly in critical applications where failures
position using various lengths of stud-weiding-gun cable
cannot be tolerated.
of welding engineering,
oY t. McELRATH
The short-arc consumable-electrode process-—or more At present, short-arc welding is finding unusual
simply, short-arc welding—-has emerged from the acceptance in the automotive industry because of its
haze that always surrounds new developments. ability to meet high-speed operating requirements
Its elements are now understood. As a result, use economically. Secondly, the process is being utilized
of the process has been accompanied by remarkable in the field of general fabrication for a variety of
successes. In some instances, new fields for electric products. Finally, short-arc welding is proving to
welding have opened up in that the short-arc proc- be unusually useful for the welding of missile and
ess has proved to be the only electric-welding method other special materials.
that could be applied. In other instances, the intro-
Development of Short-arc Welding
duction of short-arc welding has led to substantial
operating economies. Ever since its introduction to industry in 1948,
investigators have sought to use the conventional
lr. McELRATH is Special Project Engineer at the Development Labora- inert-gas consumable-electrode process with low-
tory of the Linde Co., Division of Union Carbide Corp., Newark, N. J
heat input suitable for joining light-gage materials in
Paper presented at AWS 4lst Annual Meeting held in Los Angeles,
Calif., April 25-29, 1960 all positions and for the vertical and overhead weld-
Fig. 16—Use of longitudinal welding machine to fabricate reduction of distortion by a factor of 2 and the
missile with short-arc process width of the heat-affected zone by a factor of 3.
Laboratory work is continuing to establish the
range and scope of short-arc welding. Larger wire
sizes, different wire and base materials and new
power-supply designs are being evaluated in many
locations. Notable among these new developments
has been the success in welding age-hardenable
nickel-base alloys.
Summary
Short-arc welding utilizes a new type of power-
supply tunable to the new short-circuiting arc, a
lightweight curved torch and a wire feeder perfected
for small wires, and a 75°% argon and 25° carbon
dioxide mixture. The unique combination of these
-7 4 three factors—the E, F, G of short-arc welding
produces low heat input and a small, easily controlled
Fig. 17—Weld penetration is uniform in missile weld puddle.
case made from 0.109-in. thick 4130 steel Use of the short-arc process has improved produc-
tion of automotive parts by eliminating cleaning,
smoke and spatter and stub-end loss. It has
produced welds that stretch better, are stronger and
do not burn through. It drastically reduces distor-
tion in pipe welding and aircraft components and
eliminates long cooling periods. The process
operates with a minimum of arc blow.
Now that it is possible to control a consumable-
electrode arc at low currents, a great number of
Fig. 18—Cross section of short-arc weld in advantages have become apparent and industry is
joint prepared with 100-deg included angle, */,,-in. nose rapidly finding production uses for this new tool.
A NON-PROFIT ORGANIZATION FOUNDED IN 1919 FOR ADVANCING THE SCIENCE AND THE ART OF WELDING
October 1, 1960
AN INVITATION TO AUTHORS
—to participate in the American Welding Society’s
1961 AWS National Fall Meeting
Dallas, Tex., September 25-28, 1961
Gentlemen:
The American Welding Society will hold its 1961 National Fall Meeting in Dallas, Tex., on September 25-28, 1961.
Each year our Society offers opportunities to Authors for bringing their outstanding work, development and research
to the attention of our Membership and the welding and metals industry, by having previously unpresented and unpub-
lished papers presented at its national meetings.
The Society's Technical Papers Committee will be happy to receive your application for entry in the 1961 National Fall
Meeting activity. All applications, abstracts and manuscripts will be screened by the Committee, and Authors will be
notified sometime in March 1961 regarding acceptance.
Each abstract should be sufficiently descriptive to give the Committee a clear idea of the content of the proposed paper.
In any case, it must contain not less than 500—but preferably not more than 1000—words. Also, in order to place the
Committee in the best possible position to evaluate these papers, it is suggested that each abstract be accompanied by a
complete manuscript.
The Committee reserves the right to consider all applications on the basis of acceptance for placing on the 1961 National
Fall Meeting program, or consideration for placing on the 43rd Annual Meeting program, the next national meeting of
the Society. Papers may be considered for publication in the Welding Journal regardless of acceptance for presenta-
tion at either Meeting.
Papers dealing with latest developments in (1) equipment and pipe lines used in petroleum industry, (2) pressure vessels
and storage tanks, (3) design and fabrication of all types of weldments, including machinery, (4) welding of aircraft
and rockets, (5) fabrication and maintenance of equipment used for radioactive applications, (6) structures, (7) auto-
mation as applied to welding processes, (8) resistance spot, seam and projection welding, (9) gas-shielded arc welding,
(10) new processes, (11) welding of castings and composite structures, (12) welding of “new” alloys, (13) weldability of
high-strength steels, (14) welding of aluminum, magnesium, zirconium, titanium, molybdenum and like metals, (15) brazing,
(16) maintenance, (17) surfacing, (18) soft soldering, (19) adhesive bonding, (20) welding of plastics, and (21) prac-
tical applications or “how-to-do” topics are deemed to be of particular interest at the Dallas meeting. However,
any papers dealing with the educational and informative categories of welding production, engineering, research and
metallurgy, are welcomed as long as the subject falls within the field of our Society's activities.
Please fill out the Author's Application Form on reverse side of this letter, attach abstract thereto, and return to AWS.
To assure consideration for the 1961 National Fall Meeting program, your abstract must reach AWS not later than
January 15, 1961.
Sincerely,
Jeet
0 Fathom
Fred L. Plummer
Notional Secretary
IMPORTANT: ABSTRACTS CONTAINING LESS THAN 500 WORDS AND THOSE POSTMARKED LATER THAN
JANUARY 15, 1961 WILL NOT BE CONSIDERED.
AUTHOR’S APPLICATION FORM
DEADLINE
FOR
JANUARY 15
1961 AWS NATIONAL FALL MEETING
1961
SEPTEMBER 25-28, 1961
Complete in Full and Return to American Welding Society, Inc., 33 West 39th Street, New York 18, N. Y.
Date Mailed
Author's Name...
Company or Organization.
Title or Position..
Mailing Address....
If there are to be Joint Name..
Address
Authorships, give name(s)
Name...
of other author(s) Adideais.
SUBJECT CLASSIFICATION:
e Classify your paper by placing check mark in appropriate box:
Industrial Application [_] Engineering or Design Data [_} Process Development [_} Shop Practice [_]
Original Research [} Education [] Other [} an a - -
(state which)
ABSTRACT:
e Type, single spaced, an abstract of not less than 500—but preferably not more than 1000—words on separate sheet
and attach to this form. Be sure to give sufficient information to enable Technical Papers Committee to obtain a
clear idea of content of proposed paper.
@ If complete manuscript is available, in addition to abstract, please attach copy hereto.
¢ Application Form and Abstract must reach AWS Headquarters not later than January 15, 1961, to assure considera-
tion for 1961 National Fall Meeting.
MANUSCRIPT DEADLINES:
@ All manuscripts
must be in the hands of the Technical Papers Committee not later than July 15, 1961. If received
prior to May 15, 1961, every effort will be made to publish them in advance of meeting.
@ It is expected that the Committee’s selections will be announced sometime in March, 1961.
e If your paper is made a part of the program, which of the following manuscript deadlines will you be able to meet?
May 15, 1961 [_] June 15, 1961 [] July 15, 1961 []
e If manuscript is attached hereto, please check here [_]
FOOSE
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Practical Welder
and Designer
Features Space-Saving,
Economical Design
TT po —>-
[Top R Fig. 3—A 22-ton 50-ft truss awaits shipment while a
vA 41-ft 6-in. girder is being welded
7
Stiff Ps / Width of top fP+7”
where req'd — ay
-_ length of the plate. This practice allows the beam
< Girder
Ze to rotate slightly under stress. In addition, by allow-
ing the plate to yield before the weld, the design
tends to lower fatigue stresses in the weld.
— Box Column
Bottom f A box column located between elevator shafts
/. fh —
Col. ange Seat ang/e for shear represented another instance where welded con-
struction was a necessity. Unable to use a stand-
\ ard H-column because of space limitations, the
Fig. 2—Typical detail of girder-to-column connection. structural engineers substituted a 18- x 8-in. box
Column coverplates were added where wind loads are column fabricated from four plates. Plate thick-
heaviest ness ranged from 1 and 1°), in. at lower levels
to '/, in. at the upper floors. Fabrication of these
two-story sections would have been virtually im-
possible by riveting or bolting.
welded around the openings where additional
strength was required, as shown in Fig. 1. Designed for Expansion
Wind connections also reflected the over-all Future plans for adding to the three-story sec-
emphasis on strong, compact units. Welding was by tion adjoining the tower played an important role
far the simplest, most economical method of making in fixing design considerations for that area. Three
the beam-column connections. Other methods 50-ft trusses and 4 plate girders, 41 ft 6 in. long,
would have produced units bulkier than the design span the reading room and the library stacks re-
allowed. Savings through reduced material and spectively, providing unobstructed space.
erection costs were roughly estimated at about 5% Eventually, eight stories will be added over the
of total framing for these connections alone. reading room. The three 50-ft trusses, 10 ft 2 in.
A typical wind connection between a beam and deep, are now enclosed between the third floor and
column is shown in Fig. 2. Two plates, ranging in the roof at the fourth floor level. One of the trusses
thickness from '/, to 1'/, in. depending on location, is shown in Fig. 3 before being shipped to the build-
were welded to the beam flanges and butt welded ing site. Figure 4 shows the three trusses in place.
to the column. The butt weld is a single V with a By fabricating the 22-ton units from 14 WF sec-
45 deg included angle. The fillet weld joining the tions rather than angles, a substantial saving in
top plate to the girder flange does not extend the full weight was realized. The sections weigh up to
Fig. 5—Welding a splice in the girder flange plates. View shows reinforcing plates around web cut-out
own
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- PATENT No. NT NO. 1,338,335 moat er
344,617 U.S. 510 U.S. PATENT NO. l, f PATENT NO. 1,547,18
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TENT NO. »~996,630 U.S. PATENT WN’ 472 U.S. tb. NT NO. 1,6
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Through research& a better way THE PROGRESS — Out of A. O. Smith’s continued develop-
ment of a truly practical arc-welding electrode has grown an
industry impossible to estimate in cash values. Wide-span-
ning bridges, tall-reaching buildings and low-contoured
erro 8 & cars all reflect this progress, with welded components pro-
WELDING PRODUCTS Seven viding strength where it is needed. And in terms of total
Milwaukee 1, Wisconsin technology, A. O. Smith has remained the leader, pioneer
A. 0. Smith INTERNATIONAL S.A., ing such advances as the CO. welding process shown above,
Milwaukee 1, Wisconsin, U. S. A. for stronger, more accurate and more economical work.
For details, circle No. 38 on Reader Information Card
U.
BY C. M. JENKINS
To meet man-in-space “perfection plus’ welding in addition to close dimensional tolerances, these
requirements, a novel “‘expanding bracelet’’ welding welds are required to meet ultra-rigid specifications
backing bar has been developed at the Reynolds for strength and X-ray requirements.
Metals Co. Missile Plant in Sheffield, Ala. (see Fig. Welding of the end-to-end aluminum shells was
1). done on a gantry welding machine on which the work
The new type bar has 225 individual stainless- is rotated under a fixed welding head to form a
steel segments held firmly and evenly by air pres- continuous weld bead of a specified reinforcement
sure against the edges of the aluminum shells to be and penetration.
welded by the inert-gas-shielded metal-arc process. Forty-five grooved backing-bar segments are
It was developed to meet ultra-stringent require- mounted on a curved aluminum frame. It takes
ments for welding of the modified U. S. Army Red- five of these 45-segment units to fit inside the 70-
stone boosters to be used in early stages of the in. diam shells.
*“Mercury” manned satellite program. The grooved stainless-steel segments are bonded
The ‘“Mercury”’ Redstone rockets are scheduled to and held in precise alignment on rubberized canvas
to carry U. S. “astronauts” on their try-out space strips. Each of the five 45-segment units also con-
journeys 100 miles or more above the earth. So, tains an expandable rubber diaphragm with an air
fitting.
C. M. JENKINS is Production Superintendent, Reynolds Metals Co.
Missile Plant, Sheffield, Ala The five frame units are tongue and groove con-
Construction of the United En- ance of an invitation to establish The Center will serve as the
gineering Center has been under headquarters in the new United headquarters business office for
way for one year and all phases of Engineering Center would be most some 600 staff members of the par-
the building schedule are on time economical, would result in most ticipating groups; it will accom-
or a little ahead. Since the drive efficient operation and would justify modate the editorial staffs con-
for funds has now entered the crucial unprecedented pride and prestige as a cerned with the preparation and
stages, it is timely to review the result of the associated societies and publication of periodicals, papers,
background and status of this most the fine facilities. books, manuals, codes and stand-
important undertaking as it af- This Somety will enjoy exactly ards; it will permit mechaniza-
fects this SocrIery. the same privileges and responsi- tion with modern equipment and
The 54 year old Engineering bilities as all other groups occupy- thereby improve certain services
Societies Building, in which AWS ing the building. Meeting and ex- to members; it will house the En-
Headquarters has been located for hibit rooms, dining facilities and gineering Society Library equipped
many years, has been sold and must one of the world’s most complete to serve the library search needs
be vacated during 1961. engineering libraries will be housed of the 250,000 members; it will
The new United Engineering in this building. stand as a world-wide symbol of the
Center is being constructed adjacent However the Center is not to importance of engineers.
to the United Nations Building in be a gathering place for engineers ASME President Glenn B. War-
New York City. The twenty story, such as those found in many other ren has written “that this United
welded-steel frame for the new cities—where the buildings serve Engineering Center, carefully
center has been completed and the as a focus for numerous social and located in New York for numerous
glass and stainless-steel walls are professional meetings and assume sound reasons as a result of a study
now being installed. The building the character of an engineer’s club. by a _ top-level committee with
should be ready for occupancy by It is not designed to handle the representation . . . from many parts
the third quarter of 1961. major meetings of the societies. of the Country, is established to
Cost of the project is estimated
to be $12,560,000. Sale of present
building and site, and deprecia-
tion funds are expected to yield AWS DIRECTORS-AT-LARGE
$3,360,000. Industry has already
contributed $4,951,000 of a total Term Expires 196] 1962 1963
goal of $5,400,000. Members of A. A. Holzbaur Jay Bland R. B. McCauley
the Societies which will establish D. B. Howard F. G. Singleton John Mikulak
headquarters in the Center have J. L. York C. B. Smith E. F. Nippes
subscribed $3,252,000 of their total
goal of $3,800,000 (86% W. H. Hobart, Jr J. R. Stitt R. D. Stout
With the cost of the project
fully paid, and since all groups oc-
cupying the Center will be non- AWS DISTRICT DIRECTORS
profit organizations, tax and in- District No. leNew England G. W. Kirkley District No. 6eCentral
terest expenses will be largely elim- District No. 2eMiddle Eastern E. E. Goehringer District No. 7eWest Central
inated. Charges for occupancy,
much less than for comparable District No. 3eNorth Central J. W. Kehoe District No. 8eMidwest
commercial space, will be based District No. 4eSoutheast J. M. Shilstone District No. 9eSouthwest oss, II]
on operating and maintenance costs District No. 5eEast Central H. E. Schulz District No. 10eWestern Connor
plus depreciation allowance. District No. 1leNorthwest obinson
During 1957 AWS officers and
directors initiated careful and ex-
tensive studies of the relative ad- AWS PAST-PRESIDENT DIRECTORS
vantages of alternate plans and
locations for national headquarters. C. |. MacGuffie G. 0. Hoglund
It was finally agreed that accept-
by Fred L. Plummer
@ On October ist Bonney Rossi in the June issue of the Journal of Mr. Mooney is chairman of this
who has so effectively guided the Engineering Education. group.
development of the WELDING JouR-
NAL will assume greater respon- e During July a network program @ On July 18th President and Mrs.
sibilities as Executive Secretary of on trades with about 70% of the Thomas and their daughter were
the Society for Experiment Stress time devoted to welding operations guests of your Secretary and Mrs.
Analysis, establishing new national disclosed active AWS Member Plummer at their home in Stam-
headquarters for that group in H. A. Sosnin demonstrating welding ford, Conn.
Westport, Conn. However, he will to a group of students. It was one
of the finest pieces of educational @ Leaders in the American Council
continue as Consulting Editor for of the International Institute of
a few months. T. P. Schoonmaker publicity the welding industry has
had ina very long time. Welding met in your Secretary’s
is our new WELDING JOURNAL office on July 27th to complete
Editor. He comes to the SociETy @ Former AWS Technical Secre- plans for the 1961 IIW Assembly
from Linde Co., Division of Union tary Simon A. Greenberg, now an which will be held in New York
Carbide Corp., where he has served Industrial Consultant, has opened next April. Ed Dato who is Chair-
as Technical Information Admin- an office in Flushing, N. Y., ‘“‘to man of the AWS Convention Com-
istrator. Formal announcement will serve industry in cost reductions, mittee has agreed to serve as Chair-
appear in the November issue. consistently uniform good quality man of the New York Arrange-
@ On July 27th Neale E. Orrok and efficient and profitable produc- ments Committee for both the
joined the AWS headquarters staff tion.”’ IIW Assembly and the AWS Annual
as Assistant to Technical Secretary e@ Foreign visitors at headquarters Meeting and Welding Exposition.
Fenton replacing one of the two during the summer include E. H. He will be assisted by members of
assistants who have left this de- Lee of Manchester, England, the Long Island, New York and
partment to accept positions with who is active in the British In- New Jersey AWS Sections. IITW
industry. Past-president Howard Biers, Ad-
stitute of Welding; I. D. Baring,
@ Nathan R. Presser joined the Welding Engineer, active in the miral E. H. Thiele, who is Chair-
staff on August 8th to work with Australian Welding Institute and man of the Ship Structure Com-
Ed Krisman and Frank Mooney Managing Director of I. D. Baring mittee, Director Ken Koopman of
and make possible new member- Pty. Ltd. of Melbourne; Kan the Welding Research Council, AWS
ship promotion activities and addi- Okada of Yawata Welding Elec- President R. D. Thomas, Jr., and
tional support of Section programs. trode Co. and Kozo Uechi of Yawata their associates together with AWS
These men will assist Membership Iron and Steel Co., both from Japan; staff members are planning these
Chairman H. E. Miller and Vice- Y. Miyazaki and M. Fukui of important programs.
chairman Andy Axtell in their Osaka Denki Co. in Japan and e AWS Past-president J. H. Hum-
work with Section membership com- K. Hokari of Toyo Menka, now berstone heads an industry sponsor
mittees. stationed in New York. committee and is obtaining sup-
@ Former teacher of English in @ On June 29th members of the port of fabricators, manufacturers
engineering colleges, Howard G. AWS Publicity Committee met and distributors. Committees re-
Zettler joined Art Phillips and Bill at headquarters with Chairman sponsible for special events, ladies’
Hall on August 15th to expand and R. E. Lawson and Staff Member programs, plant tours, breakfasts,
strengthen SociETy educational and A. L. Phillips to plan an active lunches, receptions, banquet, enter-
information programs and to assist program including new _ support tainments, visits to UN-Museums-
in editing the WELDING HANDBOOK. for Section publicity activities. Empire State-RCA-MusiceHall-etc.,
e@ During October President R. D. are active and have held meetings
@ A special committee with Past- with the AWS staff, the New York
Thomas, Jr., and your Secretary president O. B. J. Fraser as Chair-
will attend the AEC Welding Forum Convention Bureau and various spe-
man, Past-president H. W. Pierce, cial representatives.
in San Antonio on the 4th and President R. D. Thomas, Jr., and
5th and then meet with AWS Treasurer H. E. Rockefeller as @eOn July 19th your Secretary
Sections as follows: Baton Rouge members, met with your Secretary joined Vice-president C. M. Parker
and New Orleans on October 6th on July 22nd to study pension plans of the American Iron and Steel In-
and 7th; San Antonio, Dallas, which might be made available to stitute for lunch at the Pinnacle
Houston, Sabine and Tulsa on AWS staff members. Club atop the Socony Mobil Build-
October 10th to 14th. They will On this same day Assistant Secre- ing in New York for a discussion of
also visit the Buffalo Section on the keynote address “Steel: Avant
tary Frank Mooney held a well
October 27th. attended luncheon and panel dis- Garde”’ which he will present at the
e@ An article “Welding Education cussion meeting for members of the AWS National Fall Meeting in the
in the Engineering Curricula’ by National Association of Exhibit Penn-Sheraton Hotel in Pittsburgh
President Thomas was published Managers in the New York area. on September 26th.
call an ORNITHOLOGIST
(specialist on birds)
call in LINCOLN
Demand for welding education is is designed as a survey of welding shortened version of this course’
growing. Practical courses in vo- theory and practice. Sixteen busy for which one credit is offered, is
cational high schools are constantly weeks, each consisting of a one- required of all chemical-engi-
requested, and vocational school hour lecture and a three-hour lab- neering students. It has been spe-
administrators report that classes oratory period, are spent in gaining cially designed to cover problems
are filled to capacity. In addition, a basic understanding of this vital which may be met in this engi-
adult education curricula are being field. Two credits are offered to- neering area. In addition, a prac-
expanded to include practical weld- ward the fulfillment of graduation tical course is offered for the as-
ing courses. In one eastern com- requirements. sistance of agricultural students
munity where rising costs made The course covers current weld- who come to Madison from all parts
reduction of the adult education ing practice, metallurgical data of Wisconsin.
program necessary, the welding and welding theory. All industrial At the University, the welding
course was considered nonexpend- welding processes are taught, from staff is headed by Norman R.
able. oxyacetylene welding to the latest Braton, assisted by Gerald A.
Practical courses, however, are developments in gas-shielded arc- Duchon and Charles F. Peters
not sufficient, as the overwhelming welding techniques. Stress in the who has taught welding since the
demand for admission to the AWS laboratory is placed on practical Wisconsin program was instituted
School of Welding Technology in- exercises involving both new and and who has been a member of the
dicated (WELDING JOURNAL, April popular methods so that students University for 45 years. Each is
1960, p. 362). The continuing ad- will be familiar with the industrial an active member of the AMERICAN
vancement of welding as a science methods commonly in use. Met- WELDING SOCIETY.
and an art depends strongly on the allurgical data presented in the Programs similar to Wisconsin’s
dissemination of the theory under- course includes the study of the are feasible for the majority of tech-
lying welding processes and of a weldability of various metals and nological colleges. Fitting courses
basic knowledge of welding metal- their alloys, including aluminum concerning welding technology into
lurgy, areas which practical courses and stainless steel. In addition, already heavy schedules is not an
can touch only lightly. Refine- students are exposed to problems insoluble problem. Moreover, the
ments in standard processes and involving welding costs, design, increasing use of welding applica-
advancements derived from com- inspection and quality control. tions in industry, the rapid advances
plex metallurgical research can con- Quizzes and hour examinations are made in metallurgical knowledge
tinue to be achieved only if insti- frequent and demanding. and the burgeoning complexity of
tutions of higher learning respond M. E. 37 is, however, only part welding technology make the estab-
to the demand for a more inclusive of the welding program offered by lishment of such programs almost
welding education. the University of Wisconsin. A mandatory.
The fact that, each year, over
350 students enroll in the welding
program in the College of Engi- WELDING AT UNIVERSITY OF WISCONSIN
neering of the University of Wis-
consin indicates that institutions
of higher learning are meeting the
demand. At Wisconsin, in connec-
tion with the other branches of
technology necessary to continued
welding advancement, welding tech-
nology—as well as welding proc-
esses—is stressed as necessary to a
well-rounded technological educa-
tion.
Students learn gas-welding methods
Mechanical-engineering course 37
is the most ambitious of the r
courses offered by the University.
Required of all mechanical-engi-
neering students, but open by
election to students of such other
engineering disciplines as electrical
engineering, metallurgical engi-
neering, civil engineering and ag-
ricultural engineering, the course
NORMAN R. BRATON is Assistant Professor
of Welding in the Department of Mechanical
Engineering, University of Wisconsin, Madison C. F. Peters makes submerged-arc weld Spot-welding machine aids study
PAY-OFF-PAK ACCESSORIES
HAND TRUCK~— Where an overhead crane
is not available, a Plate-Mate hand truck will
speed stock arrangement and replacement.
GRAB-—Handy drum grab quickly and re-
liably grips the strong fiber drum, permits
sure, fast movement by crane.
TURNTABLE~—Plate-Mate turntable feeds the
continuous wire dependably and easily
through a stationary eyelet. Ball-bearing
base.
ak we
go VELING Dp
v,
i> \ a, tp =
We
Welding contests were recently spon- Mr. Remel, left, is shown above accept- Incoming Section Chairman Jerry Gar-
sored by Long Beach Section. Shown ing the ‘‘Hank Tullis’’ award from Mr. field is shown accepting group records
above, left to right, are R. Sanders, winner Gorich and Section Chairman Ralph from Mr. Hogate. C. Breese, instal-
of arc-welding problem; Instructor J. Hogate lation officer, smiles approvingly
Craig; H. Remel, winner of gas and arc-
welding contest; G. Gorich and
R. Ediness, winner of gas problem
SEMINAR
Decatur—The first annual Weld-
ing and Fabrication Seminar spon- pe
sored by Millikin University and A number of technical sessions were held at the March 18th and 19th seminar on
the Sangamon Valley Section was welding and fabrication sponsored by the Sangamon Valley Section. One of the
held at the University in Decatur typical groups is shown above
on March 18th and 19th. Registra-
tion started at 10 A.M. At 1:30
P.M., a plant tour was conducted of
four of the manufacturing plants
in Decatur. York Division of Borg
Warner and Caterpillar Tractor Co.
were visited by one group.
The other group toured the Mis-
sissippi Valley Structural Steel Co.
and Leader Iron Works, Division
of Standard Steel Co.
There were 43 who attended these
tours and were transported by
buses.
A technical session was held at Plant tours attracted many of those in attendance at seminar. This group is waiting
1:30 P.M. on the first day at for bus to take them to destination
Millikin University.
A banquet was held at 7:00
P.M. at the Orlando Hotel, with
an attendance of 143. The principal
speaker was Harry A. Stuhldreher,
assistant vice president, personnel,
United States Steel Corp., and one
of the famous ‘‘Four Horsemen”’ of
Notre Dame. Mr. Stuhidreher
gave a very interesting talk on
“Every Day Living.”
On Saturday, a breakfast was
held for the speakers. There were
eight sessions on this day and they
were all well attended. The total Guest speaker at banquet was Harry A. Stuhldreher, one of Notre Dame's famed
registration for the technical ses- “Four Horsemen."’ He is shown above, third from left, at speaker's table.
sions was 163. Director Lester L. Baugh is second from right
ron CONTROLLED
ATMOSPHERE
zy
Zi’
BLICKMAN
VACUUM DRY BOX A 2-day seminar on welding design was co-sponsored by the Olean-Bradford Section
and Clark Bros. Co. on July 21st and 22nd. Among the speakers were left to right,
C. M. Richardson, O. Blodgett, D. F. O'Donnell, J. Matheny, G. Goetschius,
Designs and specifications are avail- B. Nick and R. F. Dailzell
able for a variety of welding enclo-
sures for research and production
welding, and for work in the fields of
metallurgy and physical chemistry.
These enclosures can be fully evacu-
ated and then be filled with an inert
gas for welding in an inert atmosphere. by Clark Bros. Co., an operating
Write for Technical Bulletins on vari- division of Dresser Industries, with
ous types of welding enclosures: key men of the seminar being pro-
S. Blickman, Inc., 3010 Gregory Ave- vided by Lincoln Electric, Cleve-
nue, Weehawken, N. J. Olean—Sixty-eight design en- land, Ohio. In attendance were
BLICKMAN gineers, supervisors and inspectors industry men from Clark, Dresser
LABORATORY EQUIPMENT of four Olean, N. Y., and area in- Mfg. Co., Bradford, Pa.; Air Pre-
dustries attended a two-day seminar heater, Wellsville, N. Y.; and the
Look tor this symbo! of quality Bille urns rua on Welding Design on July 21st and Bovaird & Seyfang affiliate of
22nd. The seminar was sponsored Clark Bros. Co. in Bradford, Pa.
For details, circle No. 10 on Reader Information Card by the Olean-Bradford Section and Omer Blodgett, a design welding
engineer from Lincoln, served as
the main speaker and discussion
leader in the main topic area en-
21ST ANNUAL WELDING SYMPOSIUM HELD IN CLEVELAND titled, ““The Use of Welding in
Machine Design.” The main topic
was divided into five subtopics,
namely (1) “Designing for Impact
and Repeated Loads,” (2) “How
to Build Up Sections Having Re-
quired Properties,’ (3) “Efficient
Use of Steel Sections,” (4) ‘““Design
Formulas for Welded Construction”
and (5) “Best Method of Fabrica-
tion of Those Items Encountered
Technical speakers T. McElrath, W. H. Otto J. Bornemann, extreme left, is in Design.”
Wooding and R. A. Wilson and Chair- applauded by Section Chairman T. L. Other Lincoln Co. speakers were
man W. Romance are introduced by Dempsey (second from left) and others C. M. Richardson, district sales
Technical Chairman C. B. Herrick (left at dinner meeting. Mr. Bornemann was manager for Northwestern Penn-
to right) at the recent symposium Symposium Dedicatee sylvania and R. F. Dalzell, Re-
sponsored by Cleveland Section gional sales manager. James H.
Matheny, welding engineer at Clark,
spoke on “Present Welding Opera-
tions at Clark.” D. F. O’Donnell,
Clark’s supervisor of education,
served as the seminar moderator.
The seminar is the first of a busy
educational activity scheduled by
Clark Bros. for the coming year.
The present training program has
been directed to draftsmen, in-
spectors, shop supervisors, etc.,
whereas the above seminar was
for the benefit of designers and
management level personnel to pro-
Over five hundred people attended the evening dinner meeting mote the use of welding.
WELDING SYMPOSIUM
High strength properties and crack free deposits are the two major require-
ments for welding alloys used to attach manganese parts to PAGE AUTOMATIC
BUCKETS made of high strength alloy steel. Until recently, only type 308 stain-
less manual electrodes satisfactorily met both requirements. Other alloys have
been tested from time to time but failed one or both tests leaving Page no choice
but to continue using 308 stainless electrodes for critical joints.
Now, new Wear-O-Matic WH semi-automatic wire developed by Alloy
Rods Company fills both the requirements by producing high strength properties
identical to those of 308 stainless electrodes while depositing absolutely crack-
free weld metal. The Page Engineering Co. has replaced most 308 stainless weld-
ing in their dragline bucket production with new Wear-O-Matic WH alloy,
gaining the economies of semi-automatic open are welding and retaining the same
high strength requirements for manganese attachment welding. Page engineers
report Wear-O-Matiec WH gives them the additional advantages of faster deposi-
tion and smoother are characteristics—better than any semi-automatic wire they
have ever used in the production fabrication of dragline buckets.
You too, can benefit from the experiences of Page Engineering. For any
application involving the high strength attachment welding of manganese, whether
it be production fabrication of manganese parts or field maintenance, Wear-O-
Matic WH will do the job better than any alloy you are now using and do it
semi-automatically. Contact your Alloy Rods Company distributor or Hard
Surfacing Specialist for specific application information. Or write direct to Alloy
tods Company, P. O. Box 1828, York 3, Pennsylvania.
TWENTY YEARS OF LEADERSHIP IN THE DEVELOPMENT OF QUALITY ALLOY ARC WELDING ELECTRODES
For details, circle No. 12 on Reader information Card
Airco Expands Plant For the first seven months of Harper Trucks Opens Warehouse
1960, new business and shipments
A million dollar expansion of Air Harper Trucks, Inc., Harper,
are 14 and 21%, respectively, ahead
Reduction Pacific Co.’s new air Kans., announces the warehousing of
of 1959.
separation plant at Richmond, their complete line of welding cyl-
Backlogs of more than $11'/,
Calif., was announced recently. inder trucks by their companion
million were reported at the end of company, Tweco Products, Inc.,
The expansion program will boost July.
the rated capacity of the Richmond at their Eastern Division Office and
installation to more than 65 tons Warehouse in West Caldwell, N. J.
per day of high purity liquid oxygen, Owen Firm Expands in Canada This warehouse stock is for the
nitrogen and argon. The new unit convenience of their distributor
will produce 32 tons per day of the Rubery Owen, Canada Ltd., an- organization and to make possible
gases and is scheduled for completion nounces the introduction of “‘Ro- better service to consumers in the
early in 1961. wen-Arc’”’ automatic welding equip- eastern seaboard states plus Ver-
ment and continuous electrode wire mont, Pennsylvania and West Vir-
Metal & Thermit Declares in Canada and plans to appoint ginia.
Dividends distributors in each Province.
““Rowen-Arc”’ equipment is manu-
Directors of Metal & Thermit factured in England under license
Corp., at their regular meeting, from the Westinghouse Electric
declared a dividend of 30 cents per Corp. and is identical with ‘““West-
share on the common stock payable ing-arc’’ equipment which is made COMING
Sept. 12, 1960, to shareholders of in the U. S. Rowen Arc will carry
record at the close of business on the same warranty as West-ing-
Sept. 2, 1960. arc and identical parts numbers. EVENTS
The directors also declared the All parts will be interchangeable.
regular quarterly dividend of 87'/,. Initially the equipment will cover
cents per share on the preferred A Calendar of Welding Activity
200 to 500 amp power sources, el
stock, payable Sept. 26, 1960, to 200 to 600 amp dynamic reactors,
stockholders of record at the close automatic, semiautomatic and man- AWS
of business on Sept. 16, 1960. ual guns, automatic controls and Oct. 13-15. Third Western Weld-
a full range of bare, copper flashed ing Show, Exposition Hall, Santa
Westinghouse Announces New and coated continuous electrodes. Clara County Fair Grounds, San
Department Name Jose, Calif. Western Welding
The Westinghouse Electric Corp. Technical Conference, St. Claire
A. 0. Smith Signs Seven Hotel.
has announced that the Welding
Department and its products will Exclusive Distributors 1961 Annual Meeting & Exposi-
now be designated by the name tion: April 17-21. Hotel Commo-
Seven welding equipment dis-
West-ing-arc, in recognition of the dore, New York, N. Y.
tributors in West Texas and New
fact that its products are based on Mexico recently broke with their
the principle of the electric arc. AEC
long standing policies of multiline
Formerly West-ing-arc applied Oct. 4-6. Southwest Research
sales and contracted to sell A. O. Institute—Welding Forum, Hil-
largely to the process of gas-shielded Smith Corp. welding products on an
welding developed by Westing- ton Hotel, San Antonio, Texas.
exclusive basis according to R. W.
house. Raney, general sales manager. ASM
The new distributors are: Plains Oct. 17-21. 42nd National Metal
RWMA Reports Excellent July
Welding Supply, Plainview, Tex.; Congress and Exposition. Con-
Resistance Welding business dur- Western Air Products Co., Lubbock vention Hall and Bellevue-Strat-
ing July climbed well over the $3 Tex.; West Texas Welders Co., ford Hotel, Philadelphia, Pa.
million mark, according to the Midland, Tex.; Western Oxygen
monthly statistics compiled by the Co., Odessa, Tex.; Pecos Welding NWSA
Resistance Welder Manufacturers’ Supply, Pecos, Tex.; and Western Nov. 28, 29. Southeastern Zone
Association. The new business Oxygen of New Mexico with sep- Meeting. Hillsboro Hotel,
represented a 47% increase over arate headquarters in Hobbs and Tampa, Fla.
June. Roswell, N. M.
SPECIFICATIONS
X-ray Head
Control Panel
J-08386
Westinghouse
SELENIUM
Weldmatic Selects Representative
Weldmatic Division of Unitek
Corp., Monrovia, Calif., has ap-
pointed Tech-Ser, Inc., to represent
WELDING
BANTAM
IRON WORKER
Industry!
atin
| ATTEND sitih
i
ity a
{/ Ai‘
WESTERN WELDING SHOW
STERN WELDING E
W TECHNICAL CONFERENC
4.
MANGANAL
Fen
’ ATOR BARS
@ FLO-KOTE Se Toughest
| steel
; commercially produced.
NEAREST DISTRIBUTOR
UPON REQUEST
WRITE FOR
COMPLETE DETAILS
STULZ-SICKLES CO.
929 Julia Street e@ Elizabeth, New Jersey
H
E
A
D
Typical Solutions
Try The NRC Small-Lot Welding Service
@ Inaccessible joints made by ‘‘continu- The solution to your problem may be waiting for you right now
ous spike weld” (illustrated). at NRC Equipment Corporation. The sooner we hear about your
@ Seam welded tungsten and tantalum
tubes. application, the sooner we can
Delicate instruments evacuated and tell you whether electron beam
sealed. welding sounds practical, and,
Sintered plate welded without cracking. if appropriate, add you to our pe ru <a
Finish machined parts joined without work schedule. Or, send for SI
distortion.
Precision bead at bottom of 1/16” slot. general information on Electron sg RC
Titanium insert edge-welded to copper Beam welding and details on
sleeve. Model 2405, available for early Ps dl
Thin and thick sections joined easily. delivery at less than $17,000.00.
Crackless welding of glass-sealed feed-
thru to sleeve.
A Subsidiary of National Research Corporation
Dept. J-9, 160 Charlemont St., Newton 61, Mass.
See Model 2405 in action at the Metal Show, Booth No. 1301. DEcatur 2-5800
For details, circle No. 22 on Reader information Card
WELDING JOURNAL | 1085
BIG REASONS Services Available
EMPLOYMENT
WHY A-739. Welding Superintendent
SERVICE Specialist. Twenty years experience
SO MANY in fabrication—all welding processes
WELDERS HAVE BULLETIN using ferrous and nonferrous metals.
Can train operators, and set up de-
SWITCHED TO partment. Capable of producing qual-
ity weldments. Experience includes
Positions Vacant 3 years working in metallurgical lab-
HI-AMP. The Board of U. S. Civil Service oratory division on research—quality
ELECTRODE HOLDERS Examiners, Detroit Arsenal, 28251 control, liaison work on subcontracts,
Van Dyke Road, Center Line, Mich., and consultant to all engineering
Wrap cround Glass Fibre Tip In- has openings for two welding engineers, divisions from design to final acceptance
sulation—30% more heat resistant GS-11 positions with a starting salary of pilot model and field tests. Desires
than any other make. of $7560 per year. To conduct labora- contact with medium to small pro-
Brilliont Red Tips and Trigger- tory research investigations and ex- gressive company with emphasis on
Bright Yellow Handle—all Glass perimental welding projects relative future. Can furnish resume and
Fibre, an outstanding Safety Fea- to the development of new or improved references on request.
ture.
Body completely insulated—no bare welding, flame-hardening and flame- A-740. Manufacturing Engineer of
spots. cutting techniques and _ procedures Welding or Applications Engineer.
for use in the fabrication, maintenance Twenty-one years of diversified ex-
and repair of military tracked and perience in fusion, resistance, brazing.
wheeled vehicles, components and Some metallurgy experience and school-
Ss parts; to analyze service failures; ing. Good background—alloy, stain-
to set up test procedures and to prepare less, magnesium, aluminum, automatic
evaluation reports and recommenda- and hand. Resume on request.
tions on tests conducted. Any gradu- A-741. Welding Technician. Seeks
Just ask your Welding Sup- ate engineer of a recognized school position in the United States or
ply Dealer for PROOF of who has a background in welding Canada. Experience includes five
the above statements. engineering is encouraged to file an years apprenticeship as a_ welder.
SF-57 (application for Federal em- Welding Engineer (U. K. status) on
ployment) obtainable at most post oil depot, refinery and oil and natural
offices, or from the above office upon gas pipe lines. Technical sales repre-
LENCO, Inc. Mir} request. Interested applicants mail sentative (18 months). Chief Weld-
JACKSON, MISSOURI H!-AMP their applications to the attention of ing Inspector for two gas companies.
Mr. Leo Gordon. Age 35.
For details, circle No. 23 on Reader Information Card
on Small Weldments
NEW Simplified
Paddle-Type Holder
Simplified design makes this new TUFFALOY
paddle-type holder both lower in cost to use (no
tee connector is needed) and more rugged and
long-lived. An outstanding holder for spot weld-
ing in restricted areas. Standard 4-inch offset,
with shank diameters of %4, %, 1 & 1%4-inches.
It uses TUFFALOY Socket-Type Tips, available
in four nose types. They can be inserted on either
side of the paddle.
Request the new TUFFALOY Catalog. It describes for the first time the RW Taper numbering system for spot welding electrodes.
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While paste fluxes may be used
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Job report courtesy of in helping to eliminate foreign
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WELD d
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Battery powered, transistorized portable Model 260 meter lurgist in shop problems related to materials selection, welding, and
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X-Ray Department
Welding
BY R. J. BRUNGRABER
SYNOPSIS. Welded box beams fabri fabricated by welding, the welded and 0.25% chromium and, in the
cated from plates of aluminum alloys beams being considerably stronger —H34 temper (which is the half-
5456-H321, 5154-H34 and 6061-T6 than similar extruded beams of hard condition achieved by roll-
not heat treated after welding) dis annealed material, the majority of ing), has a guaranteed yield strength
played good strength and ductility in the failures were due to lateral buck-
bending tests. Heat treatment of of 29 ksi and tensile strength of
alloy 6061-T6 beams after welding in ling; thus, the bending moment nec- 39 ksi. 5456 is the highest-strength
creased the strength but caused a essary to cause fractures in the commercial aluminum-magnesium
marked decrease in ductility. Test beams could not be established. In alloy. It contains about 0.20 5 %
specimens included beams with trans order to better study the ultimate magnesium, 0.8° manganese and
verse butt welds near the center as well carrying capacity of welded beams, 0.10% chromium and, in the —H-
as beams with longitudinal fillet welds a series of welded box beams, which 321 temper (which is about the
only. The bending ultimate and yield would have sufficient lateral stiffness quarter-hard condition achieved by
strengths were in satisfactory agree- so that lateral buckling would not rolling), has a guaranteed yield
ment with values calculated according occur, was tested. In this paper,
to proposed design methods. strength of 33 ksi and a tensile
the results of these tests of box strength of 46 ksi for thicknesses
Introduction beams are reported and compared up to 1'/, in. Alloy 6061 contains
with proposed design methods. about 0.25% copper, 0.6% silicon,
In connection with the development
of design rules for welded aluminum- 1.0% magnesium and 0.25% chro-
Material mium and, in the -T6 temper
alloy structures, an evaluation of
The three weldable aluminum which is achieved by heating to
the behavior of some typical welded
structural members was judged to alloys considered in this investiga- 970° F, quenching in cold water
be necessary. At the suggestion of tion were 5154-H34, 5456-H321 and artificially aging at 320-350
and 6061-T6. The first two are F), has a guaranteed minimum
the U. S. Navy, Bureau of Ships,
examples of the aluminum-mag- yield strength of 35.0 ksi and a
the Alcoa Research Laboratories
nesium, or 5000 series alloys, in tensile strength of 42.0 ksi.
tested a series of welded aluminum-
which desirable mechanical proper- In the process of welding, the
alloy I-beams.' Although the re-
sults of these tests demonstrated ties are obtained by alloying and mechanical properties of all of
cold working. Alloy 6061-T6 is the these alloys are reduced owing to
that satisfactory beams can be
most popular of the heat-treatable the heat of welding. In the case
aluminum alloys and, prior to the in- of the 5000 series alloys, the re-
R. J. BRUNGRABER is Research Engineer troduction of the 5000 series alloys, sulting properties in the immediate
Alcoa Research Laboratories, Aluminum Com was the alloy most commonly used vicinity of the welds approach
pany of America, New Kensington, Pa
in welded applications. 5154 is an those of annealed material, while
Paper presented at the AWS National Fall intermediate-strength alloy which only a short distance from the
Meeting held in Pittsburgh, Pa., Sept. 26-29
1960 contains about 3.5% magnesium weld, generally less than 3 in.,
“F*
ROCKWELL
HARONESS, Results of Beam Tests
The results, of the beam tests
are plotted in Figs. 7-10, and a
typical tested specimen is shown in
Fig. 6. Tables 2 and 3 contain
analyses of the test data. In the
plots of Figs. 7-10, the vertical
HARONESS | © scale in each case is the apparent
TENSILE stress, M/S, where M is the ap-
STRENGTH
60 60 100 plied moment and S is the section
60 60 40
MARONESS, ROCKWELL F HARONESS, ROCKWELL“F” modulus related to the tension
TENSILE ULTIMATE AND YIELO STRENGTH, KS flange.
NOTES THE ROSS SECTION 'S SYMMETRICAL ABOUT THE CENTER \ NE 4NO OR AWN TO SCALE In Figs. 7-9, apparent stress is
ALL PROPERTY DETERMINATIONS WERE MADE AT LOCATIONS ALONG THE PLATE CENTER LINES plotted vs. centerline deflection,
THE EXTENT OF REDUCED-STRENGTH ZONE °, S SHOWN FOR THE REGIONS AROUND THE WELD Figs. 7 and 8 giving the results for
ON THE TENSION FLANGE
the unspliced beams and Fig. 9
Fig. 4—Mechanical-property surveys on welded-box-beam the results for the spliced beams.
cross section. (Specimen A-3, 6061-16, as-welded) In Fig. 10, apparent stress is plotted
vs. average strain across the tension
flange for specimens A-3 and B-3.
For specimen B-3, the strains were
measured at two locations in the
tension flange; in one case the
gage length included the butt weld,
and in the other case it did not.
Both curves are shown in Fig. 10.
Also plotted in Fig. 10 (as a
dotted line) is a constructed 10-in.
gage length stress-strain curve for
the tension flange of specimen
B-3. This curve was constructed
by adding the elongations measured
on the 2*/;-in. gage length centered
on the transverse weld to the elonga-
Vi a oe ERO RR RR NE NS NEN tions for the remaining 7°/; in.,
7 and then dividing these total elonga-
606! - \
ra SPECIMEN A-4 tions by 10 in. to convert to strain.
/ REHEAT TREATED AND It was assumed that the remaining
i AGED AFTER WELDING “Sa.
“Sn.
“Sn,
“en,
en
a 7 °/s in. of the 10-in. gage length
x would have developed the strains
1 that were measured on the 2*/s-in.
—— a & WS
100 80 .~— «60 60 80 IC gage length that did not include the
HARDNESS, ROCKWELL "F" HARONESS, ROCKWELL “F" butt weld. Since there were no
transverse welds in specimen A-3,
NOTES:
THE CROSS SECTION iS SYMMETRICAL THE CENTER-LINE ANDO DRAWN TO SCALE the curve in Fig. 10 and the yield
THE HARONESS READINGS WERE MADE ALONG THE PLATE CENTER-~LINES strength determined from it are
THE EXTENT OF REDUCED STRENGTH ZONE, by, WAS TAKEN AS ZERO independent of gage length.
Fig. 5—Hardness survey on welded-box-beam cross section In Figs. 7-9, the calculated curves
with an average value of 1.36.) f,. might result in permanent deflec- heat treated after welding, deflec-
Also in Table 3, the calculated tions of as much as '/7 of the span tions at fracture were roughly
weighted average yield strengths length. In the final column of 1/1; of the span (longitudinal welds
are compared with measured yield Table 3 is given the ratio of the only) and '/ of the span (trans-
strengths for the beams. For speci- apparent stress at the maximum verse welds). Corresponding deflec-
mens A-3 and B-3, the yield strength test load of the beam to the calcu- tions for the 6061-T6 beams heat
was determined as the apparent lated weighted average ultimate treated after welding were only
stress (M/S) at which a permanent strength. These ratios are repre- 1/, to '/. as great.
strain of 0.002 in. /in. was developed sentative of the values of plastic 3. For all beams, except the
in the extreme tension fibers (see shape factor which one would expect transversely welded 6061-T6 beam
Fig. 10). The permanent center for the relatively husky box section heat treated after welding, ratios of
deflections corresponding to these tested, especially when one con- calculated stresses (M/S) at maxi-
yield strengths were determined siders that specimens A-3, B-1 mum load to weighted average
from Figs. 8 and 9 as being 0.19 and B-3 were tested in a setup in strength values for the tension
and 0.17 in. for specimens A-3 which the measured ultimate load flange determined in accordance
and B-3, respectively. For the was probably 5 to 10% high. with the design methods proposed
remaining specimens, the yield in Reference 5 were greater than
strength was considered as_ the Summary and Conclusions 1.1. Ratios of this magnitude
apparent stress at which a perma- Welded-aluminum _ box beams, would be expected for a cross sec-
nent center deflection of 0.18 in. both with and without transverse tion of this shape.
was developed. This represents the splices, were tested and the results 4. At loads corresponding to the
average for specimens A-3 and compared with design recommenda- weighted average yield strength of
B-3 and is '/ 4. of the span. tions made in Reference 5. The the tension flange, calculated in
The measured yield strength and beams were made from alloys 5456- accordance with the design proce-
calculated weighted average yield H321, 5154-H34 and _ 6061-T6. dures in Reference 5, values of
strength values shown in Table Some of the 6061-T6 beams were permanent set were less than '/ i
3 are also plotted on the curves in heat treated after welding. The of the span, indicating the proposed
Figs. 7-9, demonstrating that when results of these tests can be sum- design method to be reasonably
the apparent stress in the tension marized as follows: conservative.
flange reached the weighted average 1. Aluminum-magnesium alloy
yield strength, only a modest 5456, 5154) beams with longitu- References
amountof permanent set—less than dinal welds, but no transverse welds, 1. Holt, M., and Matthiesen, R. B., “Static
Tests of Welded Aluminum Alloy Beams rue
'/9 Of the span length—had de- deflected up to the limit of the test WELDING JOURNAL, 34 (7), Research Suppl., 313-s
veloped in the beams. Also shown setup (deflections equal to about 320-8 (1955)
2. Anon., Tentative Methods of Tension
on the curves of Figs. 7-9 are the '/, of the span) without fracture. Testing of Metallic Materials, ASTM Designation
values of f/f, (base metal yield Transversely welded beams of the E8-57T, pp. 105-108
strength) and f/,, (minimum yield 3. Anon., Specifications for Aluminum Alloy
same alloys reached deflections on Sheet and Plate (tentative), ASTM Specification
strength in heat-affected zone) for the order of '/. of the span before B209-59T, pp. 195, 197 and 198
the individual beams, demonstrat- fracture, or about 5 times the 4. Anon., Alcoa Aluminum Handbook, Alumi-
num Company of America, pp. 23-24 (1959)
ing that /,, is an ultraconservative elastic deflection corresponding to 5. Hill, H. N., Clark, J. W., and Brungraber,
value of yield strength for a welded the ultimate load. R. J., “Design of Welded Aluminum Structures,”’
Proc. ASCE, Jnl. Structural Div., 86 (ST6), 105
beam, while stressing a beam to 2. For the 6061-T6 beams not 109, 117 (June 1960)
Fig. 1—Setup of specimen on large-scale fatigue-testing machine Fig. 2—Small-scale (Krouse-plate-type) fatigue-testing
machine and test setup
426-s
| OCTOBER 1960
alloys (9 for the 6061-T6 alloy). stress-strain data. The per cent and the yield strength (0.2% offset
The operating speed of the elongation in 2 in. was not deter- in 2-in. gage), tensile strength and
machine was held constant through- mined because the nonuniform plas- per cent elongation in 2 in. were
out the test at a value within the tically deformed fractured surfaces determined. Stress-strain curves
range of 460 to 475 rpm established could not be fitted together. were recorded by autographic
with each specimen assembly. All means.
specimens were tested until a fatigue Small-scale Tensile Tests
Three plate and four welded Macroetch Examination
crack at least 2 in. long developed
adjacent to the weld or in the plate. specimens were machined for each Three specimens of each alloy
Since it was desired to determine alloy as shown in Fig. 6. Tensile were saw cut from representative
the fatigue strength for a life of tests were conducted in accordance weld areas. Each specimen was
100,000 cycles, and since no infor- with the procedure of Reference 2, polished and etched with a 2% solu-
mation was available to indicate
what this stress level should be, an
estimate of desired fatigue stress was Table 3—Deviations from Radiographic Requirements
made from related available infor-
mation and four specimens were Deviate from
Plate alloy Bare Welding Specimen Specimen x-ray standard
tested at this level. Depending on andtemper’__ electrode position type nos. MIL-STD-437 (Fig. 7)
whether the median life obtained
6061-T6 4043 Fiat Large fatigue 7 and 8 Excessive porosity
was greater or less than 100,000 6061-T6 4043 Vertical Large fatigue 1,2and3 Excessive porosity,
cycles, a second stress level was 6061-T6 4043 Vertical Large tensile 1,2and3 Excessive porosity”
estimated which would bound the
fatigue strength for 100,000 cycles, ! Results were based on overhead position weld standard of MIL-STD-437 (see Fig. 7). No
and four additional specimens were standard for vertical position welds was provided
NOTE All welds, other than the 6061-T6 assemblies listed above were in conformity with
tested. The data were plotted on MIL-STD-437A (see Fig. 7)
semilogarithmic paper, and the fa-
tigue strength at 100,000 cycles was
determined by interpolation along
a straight line fitted to the data by ne
the “method of least squares.”
The stress levels are assumed to be
sufficiently close to permit assump- BREAK ALL
tion of a straight-line variation over SHARP CORNERS ROLL
FINAL
OFTION
DIREC
the small interval on semilogarith-
mic paper.
Small-scale (Krouse-plate-type)
Fatigue Tests
Krouse-type specimens were ma-
chined as shown in Fig. 6. Em- (ALL SCALE mn TENSILE
hk 114 SPECIMEN
1 8D
———
ploying the standard Krouse setup
and operating procedure, four speci- BREAK ALL +
SHARP CORNERS
mens of each alloy were tested to
failure at each of two stress levels
below and above the fatigue
strength) at 1,000,000 cycles with a
completely reversed stress cycle at a
frequency of 1750cpm. Thesestress
levels were estimated by the same
procedure used for the large-scale
specimens and the fatigue strength
for 1,000,000 cycles was determined
by interpolation along the straight
line established by the ‘method
of least squares.”” The 1,000,000
cycle level was considered as a
reasonable compromise between a
desire to obtain data relative to
long-term fatigue life and the ac-
quisition of data within the time
permitted.
tion of sodium hydroxide. They in conformity with the radiographic straight line drawn through the
were then examined at magnifica- standards of Reference 3 (see Fig. data used for interpolation. Typi-
tions of 7 and 15 diam for under- 7) except for the deviations noted in cal failures for large- and small-scale
cutting and internal discontinuities Table 3. Since Fig. 7 does not fatigue specimens are shown in
such as cracks, excessive porosity contain a standard for vertical- Figs. 9 and 10, respectively.
and lack of fusion. position welds, specimens welded in A summary of the tensile-test
this position were judged by the results is given in Table 4. Figure
Hardness Survey 11 illustrates the type of fractures
overhead-position standard.
A Rockwell “‘F’”’ hardness survey encountered. Figure 12 is a graphi-
Fatigue strengths based on a life
was taken across the weld and heat- cal presentation of the fatigue and
affected zone of each of the macro- of 100,000 and 1,000,000 cycles
for the large- and small-scale speci- tensile-test results. The tensile
etched specimens. properties of the base-plate ma-
mens, respectively are given in
Table 4 along with tensile-test terials conformed to the require-
Results
ments of the applicable specifica-
Results of the visual and radio- results. The fatigue strengths were
tions.
graphic examinations indicated that established by interpolation as de- Results of the macroetch examina-
each specimen was satisfactory in scribed in the procedure. Figure 8 tion were satisfactory and _indi-
weld appearance and profile and was shows a typical plot of data and the cated freedom from internal dis-
continuities except in those weld
areas noted in Table 3 for some of
the 6061-T6 alloy assemblies which
contained excessive porosity. The
results of the Rockwell “F”’ hard-
ness survey are shown in Figs. 13
through 16.
Analysis
In considering the various results,
it should be noted that the data
referred to herein are based on the
specific thickness, joint design and
welding procedure described and on
properties of joints with weld re-
inforcement intact. Welding of
te a | these alloys with other processes,
DASH LINES [SHOW in heavier plate thickness, or con-
95% CONFIOENCE
Enve ore ditions of greater restraint, could
result in more deleterious effects
te) than those indicated herein.
CYCLES TO FAILURE 4
Fig. 8—Typical plot showing straight line used for determining fatigue strength The averages of the large-scale
of large-scale specimens at 100,000 cycles by interpolation and small-scale tensile-test results
44,000
40,000
36,000
32,000
PS!
STRESS~—
28,000
24,000
20,000
16,000
12,000
8,000
4,000
.¢] PFV dé FV PF
PROPERTIES
PLATE e06i-T6
WiRE ——~ * 4043 5154 5356 5556 5554
% MINIMUM VALUES
Fig. 12—Bar graph of fatigue and tensile-test results
Approval for all-position welding of HY-80 steel is currently being sought through
SY c. R. SIBLEY
Introduction been fabricated by this process for and does not fall out of a vertical
explosion testing. The results of or overhead joint. This type of
The present widespread use of HY- the explosion tests were also ac- transfer in carbon-dioxide shielding
80 steel in the atomic-submarine ceptable and gave added evidence of is known as “dip transfer.”” It is
construction program stems from the performance of the weld metal capable of depositing high-quality
two outstanding properties of this deposited by the gas-shielded proc- weld metal in all positions on mild
quenched and tempered steel. First ess. Military specification MIL- steel of various thicknesses. '
HY-80 steel exhibits moderate E-19822 (Ships) dated March 1, Pure carbon-dioxide shielding
strength combined with excellent 1957, applies to the bare-steel weld- cannot be used to weld HY-80 steel
toughness and ductility at all ex- ing wire type MIL-B88 which is with the MIL-B88 welding wire be-
pected service temperatures. Sec- used in the gas-shielded welding of cause the tensile and impact prop-
ond, this steel can be readily HY-80 steel. Currently, the gas- erties are reduced below those re-
welded with existing processes to shielded metal-arc process is being quired in MIL-E-19822 (Ships). A
form weldments which are tough used in shipyards where submarines little carbon dioxide in argon pro-
enough to withstand repeated bal- are constructed and repaired. In duces a desirable dip-transfer type
listic loading without failure. addition, some subcontractors are arc; therefore, it was necessary to
In the submarine program, HY-80 welding with this process at loca- determine if the amount of carbon
steel plates between *, and 3 in. tions remote from the shipyard. dioxide necessary to develop a good
thick are joined by groove welded The use of the gas-shielded proc- transfer for all position welding
butt and tee joints. The weld ess is currently restricted to the would also produce weld metal of
metal used to fabricate these joints flat position of welding because, adequate strength and toughness
must meet the requirements es- with an open arc in argon, the weld necessary to weld HY-80 steel.
tablished by the Navy. The estab- metal is too fluid to control easily
lished military specifications call for in joints not in the flat position. Test Method and Results
weld metal that can be deposited As the use of HY-80 steel grew, so
without defects and has tensile did the need for developing a Shielding Gas
properties similar to those of HY-80 method to weid in all positions with The two gases, argon and carbon
plate. In addition, the weld metal the gas-shielded process. This dioxide, were mixed in a ““Y”’ con-
must exhibit excellent impact paper is concerned with the de- nection upstream of the welding
strength. The minimum value re- velopment of a method for all- gun. Proportioning each gas from
quired is 20 ft-lb at —60° F ina position welding of HY-80 steel a cylinder into the ““Y”’ connection
Charpy V-notch specimen. The with MIL-B88 welding wire. permitted a full range of mixtures
weld-metal properties are taken in from pure argon to pure carbon
the as-welded condition since this History dioxide. A total flow rate of 25
is the status of HY-80 weldments in In the welding of mild steel in cfh was used with each shielding
service. the vertical and overhead positions gas composition.
The gas-shielded metal-arc weld- with the gas-shielded process, it is Initially, arcs were run in argon-
ing process was one of the first necessary to maintain a short arc rich mixtures to determine the
processes to deposit weld metal that length. With argon shielding, a amount of carbon dioxide required
qualified under the requirements short arc is not stable, causing to give an arc that is stable and
for HY-80 established by the Navy. spatter and porosity to develop. easily handled in any welding posi-
This welding process is the only With 100% carbon-dioxide shield- tion by the operator. As the per-
semiautomatic process approved at ing, a short arc can be maintained centage of carbon dioxide in argon
this time. In addition to mechani- without excessive spatter. The increased to 20%, an arc similar to
cal testing of weld metal, panels have weld metal in this instance is still the normal dip-transfer arc was
too fluid for out-of-position welding. obtained. Further additions of car-
If a proper power supply is used bon dioxide caused little change in
C. R. SIBLEY is associated with Air Reduction with carbon-dioxide shielding, how-
Co., Union, N. J the arc action or spatter level found
Paper presented at AWS 4ist Annual Meeting ever, an arc is established in which with the 20% addition.
held in Los Angeles, Calif., April 25-29, 1960 metal is not overheated by the arc Vertical-up deposits were made
Joint design—Web
Double bevel
50 deg included angie
'/s-in. root opening
sin. root land
Welding conditions
Root passes Capping passes
land 2 3and4
Joint design Welding conditions Amperes 160-180 140-150
Root passes Capping passes Volts 20 19.5
land 2 3and4 Wire feed, ipm 396 330
Double bevel Amperes 150-160 Travel speed, 3 4
60-deg included angie Voits R 19.5 ipm
i/--in. root opening Wire feed, ipm 330 Fig. 2—Fabricated tee section for
'/ie-in. root land Welding speed, ipm 4
explosion-bulge testing 1- and °/;-in.
Fig. 1—Fabricated butt weld for explosion-bulge testing 1-in. HY-80 plate HY-80 plate
SUMMARY. As strength and weight been avoided for welded structures. or contribute undesirable weight.
requirements of welded structures be- It is generally considered that the Thus, it is important to know the
came increasingly critical, the use of heat-affected zone adjacent to the actual yielding and failure character-
annealed-strength values for welded weld, being basically an annealed istics of fusion welds.
joints in cold-rolled stainless steel was band, is a limiting boundary on the The annealing effect of welding
questioned. Therefore, a program was
conceived to obtain data on the proper- strength attainable from the struc- on cold-worked materials is gener-
ties of butt-welded joints in type 301 ture, if it were to be fabricated ally understood. However, actual
stainless steel in various tempers and utilizing fusion welding. data on the extent of the annealed
gages. Tensile tests on fusion butt Proper weld-joint reinforcement zone and on the effect on mechanical
welds showed that the yield strength or preferred orientation of the properties of fabricated parts are not
(0.2% total deformation) and ultimate joint with respect to the major- generally available. Because data
strength were considerably higher than stress direction can, in many cases, had been obtained which indicated
the annealed properties generally used eliminate the problems associated that weldments of cold-worked
Tests were included in the program with the reduced base-metal stainless steels could withstand
to evaluate the changes in dimensions
and mechanical properties which took strength adjacent to fusion welds. much higher stress levels than if the
place in base metal of various tempers Typical techniques of this type are annealed properties were used in
upon exposure to elevated tempera- shown in Fig. 1. In this manner, design, the following testing pro-
tures. The data obtained show that joint strength can be boosted to gram was developed. This testing
significant dimensional changes do values approaching that of the program considered the effect of
occur in the '/,-hard and full-hard primary base-metal structure. It fusion welding on the properties of
tempers upon exposure to temperatures is obvious, however, that these thin-gage stainless steel in various
above 800-900° F. A marked de- design tricks may become unwieldy tempers ranging from ',,-hard to
crease in room-temperature mechanical full-hard conditions. Work was
strength of full-hard 301 stainless steel performed on various gages of
occurs after exposure above 1050° F.
materials generally ranging from
Introduction LOAD 0.020 to 0.125 in. thick. The
The properties of cold-worked aus- FUSION WELD OBLIQUE TO properties of the weldment were
tenitic stainless steel are attractive DIRECTION OF LOAD evaluated by measuring the 0.2%
offset yield strength for a 2-in.
for many potential uses in highly
stressed sheet-metal structures. gage length across the weld line
The exceptionally high strength and also by determining the ulti-
attainable, the good ductility as- mate strength and the total elonga-
sociated with these high-strength tion for the given gage length. It
levels, the excellent corrosion resist- ++ 4 must be recognized that the meas-
——— a ured 0.2% offset yield strength is
ance, the lack of notch sensitivity
and good toughness at low and FUSION WELD REINFORCEMENT BY not the true yield strength of the
INCREASED BASE METAL THICKNESS
high temperatures all make these annealed zone but rather a measure
of total deformation as the remaining
materials attractive to the design
engineer. However, because the structure would see it.
yield strength of annealed austenitic When 0.2% deformation has oc-
stainless steels is very low, much of curred across a butt weld in a
the potential of these alloys has total gage length which includes
hard base metal, reinforced weld
FUSION WELD REINFORCEMENT BY nugget and annealed heat-affected
L. STEMANN and E. E. WEISMANTEL are SPOT WELDED DOUBLERS zone, the actual deformation has
associated with the Space Atomics Div. of the obviously taken place principally
Budd Co., Philadelphia 32, Pa. Fig. 1—Weld-joint design techniques to
produce welds approaching base-metal in the annealed zone. Such yield-
Paper presented at AWS National Fall Meeting
held in Pittsburgh, Pa., Sept. 26-29, 1960 strength in cold-worked materials ing need not be considered an
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438-s | OCTOBER 1960
1000
IN_
PSI
mass a | a om | | wee oe SS om a
100+ 2"GAGE
LENGTH
PS!
1000
IN 040 060 080 .100_ ./20
ULTIMATE
TENSILE
STRENGTH 0 .020 .040 .060 -080 100 ~=«.120 OFFSET
0.2%
STRENGTH
YIELD .020
THICKNESS IN INCHES
THICKNESS IN INCHES
. 2—Room-temperature yield and ultimate strength of butt welds in various thicknesses of Type 301 stainless steel
ULTIMATE
|
—=H
2 DESIGN MIN |
-——BUTT WELDS IN >H
2 3H DESIGN MIN.
—tH DESIGN MIN. -BUTT WELDS IN 3H
1000
PSI
ANN. DESIGN MIN. BUTT WELDS IN 7H—~
— ANN. DESIGN MIN.
ZL
ULTIMATE
TENSILE
STRENGTH C= 2 a 4 i
400 600 800 1000 STRENGTH
YIELD
0.2
AT
%OFFSET ~ 200 400 600 800 1000
TEST TEMPERATURE °F. TEST TEMPERATURE °F
Fig. 4—Comparison of mechanical properties of butt welds to base-metal design minimums in Type 301 stainless steel
6CHANGE
INLENGTH
ININ. —.008 -—
6IN.
CHANGE
IN
LENGTH |
ROOM — EE SE —— |
Temp 700 90 1000 1100 120 ROOM 700 800 900 1000. 1100
EXPOSURE TEMPERATURE °F TEMP EXPOSURE TEMPERATURE °F.
Fig. 5—Dimensional changes in Type 301 stainless steel as a result of exposure to elevated temperatures
not large enough to be cause for are base-metal properties for com- perature data with design minimum
rejection in production welds, were parison. In all cases, both yield curves for Type 301 stainless steel
not used for testing. Standard 2- and ultimate strength has been is shown in Fig. 4. It is of primary
in. gage-length sheet-metal speci- decreased. The measured strength, importance to note that, while
mens were machined from the test however, remains considerably butt-weld strength is lower than the
panels. Tensile testing was at higher than that for annealed mate- respective base-metal design prop-
room temperature, 400 and 700° F. rial. It should be noted that, in erties, a considerable advantage
Tensile tests met the requirements these tests, the yield points have was maintained over annealed prop-
of ASTM E8-46. been determined for a 2-in. gage as erties at all test temperatures.
To evaluate the effect of stress- mentioned. As gage length de- The dimensional changes that
relieving temperatures on the di- creases, the measured offset yield occur in Type 301 stainless upon
mensional stability of cold-worked strength and elongation of butt exposure to elevated temperatures
materials, tests were performed on welds will approach that of the are plotted for longitudinal and
unwelded base-metal strips each of annealed material. transverse directions in Fig. 5.
which was exposed to elevated The effects of metal thickness on These data show that the dimen-
temperatures for 1 hr. Test speci- mechanical strength of butt welds sional change associated with the
mens were machined very accurately are plotted in Fig. 2. On '/,-hard cold-worked austenitic stainless steel
and measured to the nearest one and full-hard material, the 0.2% is generally a shrinkage or contrac-
ten-thousandth of an inch in length. offset yield is lower for heavier tion, the amount of which depends
These specimens, approximately 6 gages__ tested. The ultimate upon the degree of cold work,
in. long, were placed on a flat plate strength, however, does not change temperature of operation and ori-
in a furnace preheated to the desired appreciably with gage. The data entation of the sheet with respect
temperature and held 1 hr at the on '/.-hard materials are more to the rolling direction. In general,
temperatures of 700, 1050 and scattered and no general trends are it can be said that the amount of
1200° F. After heating, the speci- apparent. No appreciable differ- contraction is less in the transverse
mens were remeasured. Standard ences were measured on any gages direction than in the longitudinal
tensile specimens were machined of this temper when tested at direction if temperatures and tem-
from these pieces and tensile testing similar temperatures. pers are the same.
performed to determine the changes The yield strength of the butt Within the accuracy of measure-
in mechanical properties which oc- welds as a function of the test ments for this program, the an-
curred. temperature is illustrated in Fig. nealed and -hard material did
3. It can be seen that the effects of not undergo significant changes in
Results gage thickness, noted above for dimensions below 1050° F. Expo-
All data obtained on butt welds ; and full-hard material, were sure of these tempers at 1200° F
in cold-worked 301 stainless steel maintained at all test temperatures. did cause very slight longitudinal
are shown in Table 1. Also included Comparison of these elevated-tem- growth and transverse shrinkage.
— FH ULTIMATE
7-FH YIELD
~
$4 ULTIMATE
P,/$H YIELD
| ULTIMATE
_ 44
== | H YIELD
—.008 PS!
1000
STRENGTH
YIELD
-
CHANGE
6LENGTH
IN
it | | 4| | 0.2%
&ULTIMATE
OFFSET
TENSILE
ROOM
TEMP 700 800 900 1000 100 1200 900 1000 1100 1200
EXPOSURE TEMPERATURE °F TEMP EXPOSURE TEMPERATURE °F
Fig. 6—Effect of exposure temperature on dimensional changes and room-temperature mechanical properties of 301 stainless steel
ABSTRACT. As part of the WAPD* a metallurgical bond absolutely free lateral upsets would expose the fuel
program for developing fuel rods for of voids or porosity was required for to the cooling water. Therefore, it
PWR, + methods for sealing the ends of heat transfer. In addition, to per- was desirable to produce a mini-
Zircaloy 2-clad, uranium-12 w/o mo-
lybdenum-cored fuel rods made by mit machining the fuel rod without mum of lateral fuel upset during
coextrusion were investigated. At- exposing the core, a minimum welding. The first tests showed
tempts were made to join Zircaloy 2 amount of core upset was desirable. that the lateral fuel upset could be
end plugs to the rod by means of pres- Exposed core material would lead to controlled by varying the extension
sure bonding, resistance welding and rod failure and contamination of the of the rod out of the clamping dies.
fusion welding. water-cooling system. A very small amount of lateral upset
Exploratory tests indicated that was produced with extensions of
resistance upset welding was promising. Resistance-upset-welding in. or less. Lateral fuel upsets
Tension-test fractures occurred in the Tests produced with s- and -in. ex-
Zircaloy 2 end caps away from the
weld joint when materials were vac- Exploratory resistance - upset- tensions are compared in Fig. 1.
uum treated prior to upset welding. welding tests were made in an open For the remaining tests, the fuel-rod
Percussion welding and flash welding atmosphere and in an open atmos- extension was in. or less.
were eliminated from extensive con- phere with supplementary argon To obtain additional information
sideration because molten core alloy shielding. A 30-kva flash-welding on the conditions required for weld-
was extruded out along the cladding- machine was used for all resistance- ing, a number of end seals were made
to-end-cap bond line when these proc- for tension testing to determine the
esses were used. Attempts to fusion upset-welding tests. Rods for mak-
ing simulated fuel-rod end seals were strength of the bonds. These end
weld an overlay on the ends of the fuel
rods resulted in end seals that had in. diam and 2 in. long. The seals were resistance upset welded
uranium at the surface and also con- welding tests initially were on in an open atmosphere, and fuel-rod
tained gas porosity. square-butt joints in as-extruded extension was in. Welding-cur-
rod. However, when gas porosity rent settings were chosen arbitrarily,
Introduction was discovered in welds in as-ex- using a setting that produced good
As part of the WAPD program of truded rod, additional tests were welds by visual inspection. Weld-
PWR _ fuel-element development, made using materials degassed in a ing current was 14,000 amp ac at
methods for sealing the ends of vacuum at 925° C for 25 hr. Also, 65% phase shift. For identification
s-in. diam fuel rods were investi- various joint designs were tried, but purposes, this group of welds was
gated. The reference fuel element there was no noticeable effect on designated Series A. Results of
was a rod of ' ,-in. diam uranium- either strength or gas_ porosity. tension tests on six samples (A-1 to
12 w/o molybdenum core, clad by Tension tests and metallographic A-6) are included in Table 1. Ex-
coextrusion with 0.030-in. thick Zir- examinations were made on many of amination of the fracture surfaces
caloy 2. To find a useful method for the samples. In addition, a large showed that the welds contained gas
making the end seals, various types number of welds were made for porosity. The fracture surfaces,
of pressure bonding, resistance weld- development of nondestructive in- Fig. 2, also showed that gond bonds
ing and fusion welding were eval- spection methods. were made between the Zircaloy 2
uated. A reference process readily cladding and end caps. Metallo-
adaptable to high-production rates Resistance-upset-welding Tests graphic examinations of another
was desirable. The work reported Using As-extruded Materials specimen (A-8) from this group also
here was carried out in 1954.{ The first test in a series of resist- disclosed the porosity shown in
In the initial phases of this study, ance-upset-welding tests was made Fig. 3.
to relate welding conditions to The photomicrographs in Fig. 4
J. J. VAGI is a Welding Engineer of the Metals
Joining Div. and D. C. MARTIN is associated lateral core upset. After the ends show the bond lines that were
with the Battelle Memorial Institute, Columbus, of the fuel rods are sealed, it is typical of welds in this group. In-
Ohio
probable that excess weld metal will clusions are evident along the clad
* Westinghouse Atomic Power Division be machined to the original diameter end-cap bond line, but not at the
+t Pressurized Water Reactor
t Publication delayed for declassification of the reference alloy rod. Large fuel end-cap bond line. In addi-
Table 1—Tension-test Results on Resistance-butt-welded End Seals Made Using As-extruded Materials
—Welding conditions’— Breaking
Fuel-rod Phase strength, Location of Gas
Designation extension, in. shift, % psi fracture porosity Remarks
Welded in air
Series A
A- 27 ,600 Along weld plane Extensive Upset machined to */;¢ in.
21,600 Along weld plane Extensive Upset machined to °/;, in.
22,600 Along weld plane Extensive Upset machined to °/;, in.
42,900 Along weld plane Extensive Upset machined to °/,, in.
36 ,000 Along weld plane Extensive Upset machined to °/,, in.
29,400 Along weld plane Extensive Upset machined to °/,, in.
4 >>>>P>
2 w
54,500 Along weld plane Extensive As upset
55,000 Along weld plane Extensive As upset
70,000 Along weld plane Extensive As upset
73,000 Along weld plane Extensive As upset
65,000 Along weld plane Extensive As upset
36 ,800 Along weld plane Extensive As upset
51,000 Along weld plane Extensive As upset
59,500 Along weld plane Extensive As upset
86 ,000 Along weld plane None Weld machined to '/, in. diam
73,900 Along weld plane None Weld machined to '/, in. diam
Doakhwnr
eOOYNAHSWNH®
RE 47 ,300 Along weld plane Extensive Upset machined to °/,, in. diam
AAA
AA
kbs 71 45 ,000 Along weld plane Extensive As upset
71 47,200 Along weld plane Extensive As upset
Welded using supplementary argon shield
Series C
C-1 Along weld plane Extensive Upset machined to °/;. in
C-2 Along weld plane Extensive Upset machined to °/,, in
C-3 Along weld plane Extensive Upset machined to °/;.in
C-4 Along weld plane Extensive Upset machined to °/,;.in
* Secondary current = 14,000 amp.
Bond line
Bond line
Zircaloy 2
cladding
B had higher tensile strength, Table believed that a degassing treatment mercury. The combinations of
1, but gas porosity was not changed prior to welding might assist in re- material welded, identified as Series
significantly. Tension-test fracture ducing gas porosity in the weld. D, are given in Table 2.
surfaces of some of the Series B Exploratory welding tests were Tension tests on the seven samples
samples are shown in Fig. 5. made using various combinations of showed that high-strength bonds
Two samples (B-9 and B-10) had degassed materials. The degassing were obtained with the vacuum-
much higher tensile strength than treatment was performed in a good treated materials. Sample D-6
other specimens from the same vacuum at 925° C for 25 hr with a failed along the weld plane; the re-
group. These two samples had the starting pressure of 1 « 10~° mm of maining samples failed outside the
cladding machined off, mainly to
determine whether the end cap was
bonded to the fuel. The tension-
test results indicated good bonding.
Tension tests also were made on
samples, Series C, welded in an open
atmosphere with supplementary
argon shielding supplied through a
hollow tube around the weld joint.
Table 1 also includes results from
tension tests on Series C samples.
The breaking strengths of these
samples appeared about the same as
in the other series. Also, gas
porosity was about the same.
In addition to the square butt- Fig. 5—Porosity at tension-test fracture surfaces of resistance upset welds
joint design used for most of the made in an open atmosphere using as-extruded materials. About X 2
tests, several other joint designs
were studied. These included:
Fuel rod Zircaloy 2 end cap
1. Recessed fuel matching end
cap.
Beveled fuel rod flat end cap.
Beveled end cap flat fuel rod. Both materials
Beveled end cap matching vacuum treated
fuel rod.
Flat end cap—fiat fuel rod;
seal bead fusion welded around on nr =ilanenel Sanita
joint.
The results of tension tests and
examinations of fracture surfaces
did not indicate any improvement End cap only
vacuum treated
in strength or reduction in gas
porosity.
Resistance-upset-welding Tests
Using Degassed Materials
Resistance-upset-welded end seals
made using as-extruded materials Fuel rod only
vacuum treated
showed gas porosity in nearly all of
the welds. The surface of the gas
pockets appeared bright and shiny,
indicating that a nonoxidizing gas
was causing the porosity. It was Fig. 6—Tension-test results on various combinations of degassed materials. X 2/
D-6
Fig. 7—Fracture surfaces of resistance upset welds made
using degassed materials. X 2'/, weld in the Zircaloy 2 end cap.
The tension-tested samples are
shown in Fig. 6. Samples D-3 and
D-4 were subjected to bending to
produce failure along the weld plane
for examination of the weld bond for
gas porosity. Only a small amount
of porosity was found in Sample
D-6. None was found in Samples
D-3 and D-4 (Fig. 7). The results of
the tension tests are given in
Table 3.
To examine weld bonds in the
vacuum-treated materials further, a
longitudinal cut was made through
the axial center of sample D-2. No
evidence of gas porosity in the weld
As-weilded. X2 Machined and etched. X 2 was found when the polished-and-
etched surfaces were examined. In
addition, several cracks were ob-
served along the core-clad bond
line at the juncture of the original
fuel and the upset fuel.
Hydrogen Analyses
Observations of metallographic
samples and fracture surfaces of
resistance-upset welds in as-extruded
materials indicated that gas porosity
was causing poor bonds. Gas poc-
kets in individual samples appeared
to form in a group along the fuel-
clad bond line in the core alloy. It
— was found that degassed samples
were relatively free of gas porosity.
“ne boy The hydrogen contents of degassed
“s ore
ae i‘ and as-extruded materials are given
in Table 4.
The hydrogen analyses indicated
1 HF-30HNO,-30 lactic acid etch. As welded 1 HF-30HNO,-20 lactic acid etch. Welded and that the degassing treatment was
xX 30 machined. X 30
beneficial in hydrogen removal. It
Fig. 8—Flash-welded end seals showing fuel alloy trapped appears that, in the fuel rod, hydro-
along the cladding-to-end-cap interfaces gen is concentrated in the cladding.
On a volume basis, for the material
involved in bonding, there is less
hydrogen in the as-extruded core
than in the degassed end-plug mate-
rial.
Flash-welding Tests
Attempts were made to seal the
ends of PWR fuel rods by flash
welding using the 30-kva flash-
welding machine. Visual inspec-
1 HF-30HNO,-30 lactic acid etch. (a) Flat-disk end cap. (b) Recessed end cap
tion indicated that good bonds
Fig. 9—Pressure welds made using a 200-kva spot-welding machine. X 2 were made. However, examination
5/ye-in. diam
«in. diam Zircaloy 2
Zircaloy 2 '/w-in. by 90-deg
fuel rod fuel rod
Table 5—Remelt Temperature of Filler Alloys After Furnace Brazing at 2020° F (304 stainless steel to 304 stainless steel)
Solidu Ss —__——_——-Remelit temp., ° F Remelt temp. diff.
temp He + 0.54 H e+ 0.lu Temp. change, ° F— due to vacuum, ° F
Alloy F vacuum, a Helium,* b vacuum, c Helium,’d a b c d a minus b cminusd
1675 + 10 > 2190 2333 + 30 2362 + 25 2106 + 170 >515 + 10 658 + 40 687 + 35 431 + ? +256 + 215
1885 + 10 2221 53 2124 + 44 2 194 + 33 1912 + 19 336 + 63 239 + 55 309 + 43 No signif. +282 + 72
effect
1885 10 2222 + 46 2279 + 2231 t 44 2181 + 45 337 + 56 394 + 43 346 + 54 No signif. No signif.
effect effect
1800 10 2370 + 3 2337 +7 > 2239 2332 +7 570 + 13 537 +17 > 439 + 10 No signif. ?
effect
1890 + 2216 + 34 1935 5 + 2102 + 36 + 44 45+ 33 + 36 +272 +77 +217 + 82
1885 + 2231 + 5 2190 + 2328 + 16 + 66 + 50 t 10 No signif ?
effect
1900 + 1990 + 11 2010 + 2035 + 39 90 + 21 +19 + 43 No signif. No signif
effect
M 1600 + 2166 + 8° 1880 + » 2244 566 + 95 + 91 +286 + 186
N 1750 + 0.lu vac 2172 + 54 0. lu vac.: a-d:
2335 4 585 + 17 +163 + 81
15 min at brazing temperature
+’ Time at brazing temperature equal to total time of He + 0.1lyu vac. cycle.
Table 6—Remelt Temperature of Filler Alloys After Furnace Brazing at 1920° F (304 stainless steel to 304 stainless steel)
Remelt temp., ° F
Solidus Helium Remelt temp. difference due
temp., O.1u +0.1u Temp. change, | to vacuum, ° F
Alloy "Ff vacuum, a vacuum, b Helium,’ c a b Cc a minusc b minus c
1675 + 10 > 2500" > 2437 2224+ 117 >825 + 10 >762 + 10 >+276 + 137 >+232 + 137
1885 + 10 2122 + 38 2113 + 46 1913+ 21 237 + 48 228 + 56 28 +209 + 79 +200 + 87
1885 + 10 2282 + 78 2352 + 39 2138+ 83 397 + 88 467 + 49 No signif. +214 + 142
effect
1800 + 10 >2491° 22349 No joint formed >691 434
1890 + 10 2360 + 40 2391+ 4 > 2345 470+ 50 501 + 14
1885 + 10 2282 + 46 2073 + 76 > 2054 397 + 56 188 + 86 ? ?
1900 + 10 2082 + 12 1934 + 35 2041 + 7 182 + 22 34+ 44 +41 + 39 —107 + 61
1600 + 10 2348 + 24 2277 + 16 No joint formed 748 + 34 677 + 26
1750 + 10 2299 + 10 2246 + 17 2290 + 19 449 + 20 496 + 27 91 + 49 No signif.
effect
2 One sample only.
» Time at brazing temperature equal to total time of He + 0.1u vac. cycle.
Table 7—Remelt Temperature of Filler Alloys After Furnace Brazing at 1820° F (304 stainless steel to 304 stainless steel)
Remelt temp., ° F
Helium
Solidus 0.1u +0 lu Remelt temp. difference
temp., vacuum, vacuum, Helium,’ Temp. change, ° F due to vacuum, ° F
il a b c a b Cc a minusc b minus c
1675 + 10 1737° No joint 1845 + 46 62 + 10 170 + 56 —108 + 66
formed
1800 + No joint 2256 + 43 2273 + 39 456 + 53 473 + 49 No signif.
formed effect
1600 2250 + 20 2397° No joint 650 + 30 797 + 10
formed
N 1750 + 2133 + 21 2162 + 70 1870 + 22 383 + 31 412 + 80 +263 + 63 +292 + 112
* One sample only.
» Time at brazing temperature equal to total time of He + 0.1s vac . cycle.
Some wetting Some wetting Some wetting Some wetting De-wet Wet (0°) Wet (0°)
No fiow 5% flow 5% flow No flow No flow 10% flow 100% flow
90% skull 90% skull 10% skull 90% skull 0% skull 50% skull 10% skull
Dull Dull Dull Dull Dull Dull-green
Erosion Erosion
Wet Wet Wet Wet Wet
100% flow 50% flow 100% flow 100% flow 100% flow
20% skull 60% skull 70% skull 70% skull 80% skull
Dull Dull Dull-green Green Dull
comparing vacuum to helium. Spe- the encapsulated specimens is finite ever, its flow is retarded at 2120° F
cifically, alloys H, I and N, all of rather than infinite as in the retort, and eliminated entirely below this
similar chemistry (containing in- the concentration of metal vapors is temperature. In these cases of
dium), appear to have better flow higher. Furthermore, the speci- poor flow when encapsulated, the
under helium than in vacuum at men surfaces are completely envel- surface of the stainless steel was
lower temperatures. Another in- oped by the metal vapors. In generally green to black. It has
dium alloy, A, flowed better under this connection, it is interesting already been established that this
helium than in vacuum at 1820° F. that the color of the encapsulated is not oxidation but contamination
The indium alloys generally flowed specimens was uniform over all by the metallic-vapor phase. The
well at the higher temperatures in surfaces, whereas, in the retort, presence of germanium and chro-
the vacuum and the helium infinite- color changes only occurred on mium in the Ni-In alloy results in
volume processes. From Table 3, specimen surfaces directly exposed quite a different effect. These
recall that the indium alloys showed to filler alloy. alloys tend to improve their wetting
the greatest rise in remelt tempera- The effect of metallic vapors on and flow properties or at least
tures due to volatilization. In view interfacial tension has been investi- remain the same when encapsulated.
of the greater efficiency of metal gated. Generally, a foreign metallic Alloy N not only has improved flow
vapor removal by vacuum than by vapor-solid interfacial tension is but results in a brighter T-specimen
helium, the observation that in- greatly reduced from that of an when encapsulated.
dium alloys flow better in helium inert-gas-solid interfacial tension. Some of the high-indium alloys
than in vacuum at lower tempera- In an equilibrium wetting situation, exhibited definite signs of boiling,
tures is not surprising, regardless the y.—-. interfacial tension is referred to in Table 8 as gassy
of the exact mechanism by which usually the largest vector. Reduc- fillets. Alloy A, containing 39% In,
indium promotes flow. tion of this vector by the substitu- which showed the _ greatest in-
Alloy G, which contains lithium tion of metallic vapor for inert crease in remelt temperature due to
as the volatile element, behaved vapor could, theoretically, result in volatilization, illustrates the effects
similarly to the indium alloys in the transformation of a wetting of temperature and degree of
that flow was superior in helium situation to a nonwetting. The vacuum on porosity in the fillets.
to vacuum at the lower tempera- wetting of the encapsulated speci- Porosity was observed at 2120
tures. Apparently, lithium behaves mens by the filler alloy, there- and 2020° F, which corresponds
similarly to indium in its funda- fore, should be less than in the to the temperatures of greatest
mental role of affecting flow. retort. Examination of Table 9 indium loss (from Table 3, over
Alloy M, Ni-P, in contrast to the reveals this to be true in some cases. 80% loss of indium). No porosity
indium alloys, flowed better under In others, there is no difference. was observed at 1920° F where,
vacuum than in helium at the lower Of the phosphorus alloys, K and M, from Table 3, a loss of indium of
temperatures. This alloy, at these the Ni-P flow was generally un- 37% was noted. This bears out the
temperatures, lost less than a quarter affected (this alloy flows poorly dependency of volatilization losses
of its phosphorus through volatili- under infinite helium) whereas the on diffusion rate of solute atoms
zation (Table 3). Its behavior Fe-P flow was affected adversely through the molten-filler alloy. The
cannot be rationalized as easily as under helium encapsulation. agitation of boiling makes the
that of the indium or lithium alloys. An outstanding case of the effect process less dependent on diffusion.
Let us now discuss the wetting of vapors on the surface tension From Table 8, it is seen that
and flow properties during brazing forces is exhibited with the Ni-In porosity was obtained only at
in the confining capsules as com- alloy, A. This alloy generally vacuums of 0.1u, and not at 0.5u.
pared to infinite-volume helium flows well in the infinite-volume This dependence of boiling on
brazing. Because the volume in brazements. Encapsulated, how- pressure is expected.
Discussion
BY W LEHRER AND H. SCHWARTZBART
The authors are to be congratulated standard test or tests: (1) to provide well as to the design of brazed
for their good _ intentions in a common basis for comparing honeycomb-sandwich panel-wing
“grabbing the bull by the horns.” brazing alloys and procedures among sections. We think not. How-
They have made a start in an area different organizations, and (2) to ever, be that as it may, we agree
in which all brazing research people provide data to be used by design wholeheartedly that some stand-
have felt a need, and which has re- engineers in designing brazed struc- ardization of testing procedures is
ceived less attention than it deserves tures. Any one of several arbitrary highly desirable.
from those others of us who have tests may fill the first need. The This brings us to the main reason
been rendered somewhat immobile final choice will be based on simplic- for this discussion. We propose an
by our realization of the difficulty of ity, economy and reproducibility, extension of the Miller-Peaslee test
the problem. In this regard, it and it is in the area of reproduci- which we feel will greatly increase its
doesn’t much matter whether the bility that more evaluation needs to value. Miller and Peaslee propose
test proposed is accepted as the be done on the proposed test as well that the test be carried out at a
standard test or not; if it generates as on other available tests. In re- given single overlap so that failure
further activity toward some stand- gard to the need for data to be used will always occur by shear through
ardization of testing procedures it in the design of brazed structures, it the brazed joint. We feel that this
has accomplished a worth while ob- may still be questioned whether a procedure would not adequately
jective. single test can provide meaningful describe the characteristics of the
As the authors point out, there data of universal application to all brazed joint. It would be much
are two reasons for developing a brazed structures. In other words, more descriptive to present the
can the same test provide meaning- characteristics of a joint in a given
W. LEHRER and H. SCHWARTZBART are ful data to be used to design a sleeve base metal, brazed with a given
associated with Armour Research Foundation
Chicago, Til. type of joint loaded in tension, as filler metal with a given brazing
120
T A-AVERAGE SHEAR STRESS IN FILLER METAL 10 A-AVERAGE SHEAR STRESS IN FILLER METAL
B -AVERAGE TENSILE STRESS IN BASE METAL B - AVERAGE TENSILE STRESS N BASE METAL
100
90}
a= = ; a *
5 6 7 8 9 1.0 5 6 7
VERLAP, NCHES OVERLAP, INCHES
Fig. Dl—Strength of brazed joints. Copp er Fig. D2—Strength of brazed joints. Mild-steel
base metal, BAgla filler metal base metal: BAgla filler metal
x x
Fig. D4a—Copper brazed with BAgla
|
i ee
*
Fig. D3—Strength of brazed joints. 4130 steel base
| metal BAgia filler metal
0 aE = qxctAlemeeetl EE a |
8) ! 2 3 eee
4 5 6
IVERLAP, INCHES Fig. DS—Mild steel brazed with BAgla
procedure, as curves of average
shear stress in the brazed joint and
average tensile stress in the bas2
material as functions of overlap dis-
tance. Describing the properties of
the brazed joint by the strength at a
single value of overlap distance is
considered comparable to describing
the fatigue properties of a metal by
citing only one point on the S-n
curve. This is not done; the entire
S-n curve is plotted to describe
fatigue properties.
To illustrate these ideas, a series
of copper, mild steel and 4130 steel
specimens were torch brazed with
BAgla filler metal and evaluated
using the Miller-Peaslee test. The
sheet thickness was 0.125 in. and base metal and the tensile stresses overlaps would still result in rela-
overlap distance was varied from plotted are average. tively low-strength joints with fail-
0.031 to 1 in. Figures D2 and D5 present the ure in shear of the filler metal be-
The results are presented graphi- data for mild steel brazed with cause of the stress gradient within
cally in Figs. D1 through D3, and BAgla. In this case, failure changes the filler metal. Considering the
Figs. D4 through D6 are photo- from shear through the filler metal wide range in bulk mechanical prop-
graphs of the fractured specimens. to tension through the base metal at erties, of base and filler metals, that
Consider first the behavior of an overlap of about 0.7 in. are encountered in brazing, it is felt
copper brazed with BAgla (Figs. As Figs. D3 and D6 show, 4130 that the sort of representation util-
D1 and D4). At very low overlap steel brazed with BAgla fails by ized in Figs. D1 to D3 is more in-
distances, less than 0.05 in., failure shear through the filler metal at all formative than reporting the strength
occurred by shear through the filler overlap distances up to 1 in. at a single value in answering
metal. At overlap distances be- It is apparent that joint strength the questions of the average shear
tween 0.05 and 0.275 in., failure and the location of failure are func- and tensile stresses at failure of a
occurred by shear through the cop- tions of the bulk strength and joint with a given overlap, and the
per, and above 0.275 in. by tension ductility of the filler metal, and the overlap distance required to yield a
through the copper. Although we bulk strength and ductility of the joint of 100% joint efficiency.
use the words “shear” and ‘“‘ten- base metal. When brazing copper At first appraisal, it may appear
sion” it can’t be emphasized too with BAgla, extremely small over- that more specimens are required to
strongly that the shear is not pure laps would be required if the base determine the curves of strength vs.
shear and the tension is not simple, metal were not to be loaded to ' overlap than to determine the
uniaxial tension. The stress and its yield point, as is recommended in strength at one overlap. In
strain states are nonuniform through the paper. On the other hand, in practice, however, the preparation
the filler metal, and the shear brazing a ductile base metal with a of the curves may well require fewer
stresses plotted are average. Simi- filler metal of comparable strength specimens. If the standard test is
larly, bending stresses exist in the but practically no ductility, large to consist of a determination of the
Authors’ Closure
The authors wish to thank Messrs. capacity of that particular joint de- In the case of number one, the
Lehrer and Schwartzbart for their sign. shear value is well above the base-
comments and recognition of the The authors would still like to use metal cohesive strength. The num-
need for some sort of standardiza- the test to determine an “‘apparent ber two value is about equal to
tion or uniform approach for deter- unit shear strength” figure, even the base-metal cohesive strength.
mining the strength properties of though certain researchers have The number three value is much
brazed joints. Their clear explana- argued the actual need or validity of higher than either of the other two,
tion of the complex factors of this such a figure. These arguments and probably equal to the base-
problem and their comments on the are theoretically sound, but the fact metal cohesive strength.
correct and incorrect use of any such still remains that millions have been These figures prove that, when
test data will no doubt be of con- spent for conducting expensive the overlap is shortened and the
siderable help to researchers working strength tests on brazed joints. average stress on the base metal is
on problems connected with brazed- These test results have always been reduced sufficiently, a more realistic
joint mechanical properties. expressed as “unit shear strength” “apparent unit shear strength”
Their proposed extension for the which has resulted in much mis- figure can be obtained. This is be-
use of the original test is quite leading information. This has led cause the very short overlap has
unique and definitely would reveal design engineers to worry about and reduced the localized stresses in the
additional information. The test- question the low strength values re- joint area to the point where the
ing of several bars with overlaps ported in certain tests when actually average shear stress is close to the
from very short to very long would the brazed-joint bond strength was maximum shear stress. The “ap-
be good for revealing the load- very high. parent unit shear strength” then,
carrying capacities of a particular The test procedures advanced by would be more realistic than if it had
brazed .joint. However there are Messrs. Lehrer and Schwartzbart been taken from the last specimen
other design factors besides overlap, have shown very clearly that it is which had the longest overlap.
that also would affect the load- possible to get very strong bond On the other hand the suggestion
carrying capacity of a brazed struc- strengths in the joint area even by the discussers that joint strength
ture. For example, the effect of though the base metal and filler factors other than “apparent unit
the overlap on a shaft-insert or a metal cohesive strengths may be strength” be considered deserves
tongue-and-groove type of joint relatively low. For example let us consideration. It is true that
would probably not be the same as study the reported average shear mechanical factors as affected by
on a single lap joint of the proposed stress in the first specimen in Figs. joint design will have an effect on
design. D1, D2 and D3. (These speci- the resultant load-carrying capacity
It: is not clear as to how the dis- mens have the minimum overlap.)
of a brazed structure. The exten-
cussers plan to use the data shown 1. BAg-1 brazed copper, approx.
on the graphs in Figs. D1 to D3. sion as proposed by Messrs. Lehrer
average shear stress 48,000 and Schwartzbart may be a relatively
There may be several things that psi.
could be determined by study. simple way to determine some of
2. BAg-1 brazed mild steel,
Perhaps, for example, the areas these factors. It is hoped that other
approx. average shear stress
where the lines on the graphs 42,000 psi. researchers will do as well in the
straighten out could be used to find 3. BAg-1 brazed 4130 steel, analysis and use of the proposed
the minimum overlap necessary to approx. average shear stress shear test procedure for brazed
produce the maximum load-carrying 95,000 psi. joints.
The design and operation of modern produce consistently high quality joints. filler-metal addition, most of the tube
steam powel plants require that tubes and tube sheet combinations employed
Inert-gas tungsten-are (TIG) weld-
in condensers and feed-water heaters in condensers and heat exchangers.
ing has the advantages of simpli ity,
be installed permanently tight to pre-
good control, and protective shielding Joints, whether a few hundred or sev-
vent contamination of the boiler water.
without the use of flux. Tough, depend- eral thousand in number, are uniform
Welding the tubes to the tube sheets able equipment for automatic welding in geometry and quality. Typical are
will insure this. In most cases, how- with this process such as that shown the results obtained with tubes of Ar-
ever, welding cannot be done manu- in the illustrations above —is widely senical Admiralty-439 on tube sheets of
ally for a varietv of reasons A mech- available. These units make it possible Naval Brass-450 as show mn in the 20X
anized process must be employed to to weld, without the complication of micrograph reproduced at the left,
below.
Technical Assistance: The Metallurgi-
cal Department of Anaconda American
Brass Co. will gladly help you in the
selection of suitable alloys and in weld-
ing procedures and the design of joints.
This service is available without obli-
gation. See your Anac onda representa-
tiveor write: Anaconda American Brass
Company, Waterbury 20 Conn. In
Canada: Anaconda American Brass
Ltd.. New Toronto. Ont
ANACONDA
TUBES and PLATES for
in Oe CONDENSERS and HEAT EXCHANGERS
Mic rograph 20X of typic al weld section. Tube is of Arsenical Admiraltv-439 and Ana onda America n Brass ( ompany
tube sheet is of Naval Brass-450.
For details, circle No. 36 on Reader Information Card
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