Installing, Maintaining, and Verifying Your Charpy Impact Machine
Installing, Maintaining, and Verifying Your Charpy Impact Machine
Installing,
Maintaining, and
Verifying Your
Charpy Impact
Machine
D.P. Vigliotti
T.A. Siewert
C.N. McCowan
N I S T
960-4 Special
Publication
960-4
NIST Recommended Practice Guide
Installing,
Maintaining, and
Verifying Your
Charpy Impact
Machine
D.P. Vigliotti
T.A. Siewert
C.N. McCowan
Materials Science and
Engineering Laboratory
October 2000
E N T OF C O M
TM M
AR
ER
DE P
CE
ICA
UN
IT
ER
D
E
ST AM
ATES OF
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ii
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Foreword
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®
Abstract:
Key words:
absorbed energy, Charpy V-notch, impact test, machine repair, misalignment,
mounting, pendulum impact test, verification testing, worn anvils
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Table of Contents ®
1. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
3. Machine Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
4. Direct Verification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
5. Indirect Verification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
5.1 Post-Fracture Examination . . . . . . . . . . . . . . . . . . . . . . . .9
5.1.1 Worn Anvils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
5.1.2 Off-Center Specimen . . . . . . . . . . . . . . . . . . . . . . .11
5.1.3 Off-Center Striker . . . . . . . . . . . . . . . . . . . . . . . . .12
5.1.4 Uneven Anvil Marks . . . . . . . . . . . . . . . . . . . . . . .12
5.1.5 Chipped Anvils . . . . . . . . . . . . . . . . . . . . . . . . . . .13
5.1.6 Anvil Relief . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
5.1.7 Damaged Anvils . . . . . . . . . . . . . . . . . . . . . . . . . .14
5.1.8 Bent Pendulum . . . . . . . . . . . . . . . . . . . . . . . . . . .15
6. Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
7. Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
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Introduction ®
1. Introduction
The low cost and simple configuration of the Charpy impact test have made it
a common requirement in codes and standards for critical structures such as
pressure vessels and bridges. For many years, engineers and designers have
recognized that materials behave differently when loaded statically than when
loaded dynamically, and that a number of materials have a brittle-to-ductile
transition temperature. The Charpy impact test is a very cost-effective method
of evaluating the behavior of materials for applications where these attributes
are important.
The history of the pendulum impact test extends back about 100 years. Over
the years, procedure improvements, such as the addition of shrouds to prevent
specimen jamming and the addition of indirect verification to the verification
requirements, have resulted in a simple yet robust test method. The attached
bibliography shows how NIST has contributed to the understanding of the test
method, and for those interested, points to a brief history of the test method.
Accurate impact results can be obtained only from machines that are installed
correctly, then remain in good working condition, such as within the tolerances
specified by Standard E 23. Our indirect verification program is referenced in
Standard E 23, and supplements the direct verification requirements found
there.
Our examination of over 2300 sets of these specimens each year allows us to
identify problems that are often not recognized during routine measurement of
machine dimensions or routine check procedures (such as the free-swing test).
We have learned to recognize which marks on the broken verification speci-
mens indicate factors that could be affecting the results. We can then advise
our customers to recheck or replace the anvils or the striker, tighten bolts,
check bearings, check machine alignment or level, check cooling bath or ther-
mometer, or review testing procedures. This recommended practice describes
the most common problems that we detect, and gives advice on how to avoid
or correct most of them. We have divided the description of impact test prob-
lems into four major sections: Overview of the NIST Program, Machine
Installation, Direct Verification (evaluation of the machine alone), and Indirect
Verification (evaluation of the machine by the testing of specimens).
While the following sections give suggestions to improve the accuracy of your
impact machine, the machine manufacturer and Standard E 23 also are impor-
tant sources of information.
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® Overview
2.1 Materials
Two materials are currently used to make the specimens for indirect verifica-
tion of Charpy impact machines to E 23 specifications. A 4340 steel is used to
make specimens for the low- and high-energy levels. A type T-200 maraging
steel is used to make specimens for the super-high-energy level.
The steels are purchased as square bar. The bar stock is supplied to subcon-
tractors that machine and heat-treat the impact specimens to meet the NIST
specification.
In these steels, the hardness, impact energy, and strength are interrelated. Since
hardness correlates to impact energy and is a more convenient property to
measure during processing, it is used as the initial process control. The low-
energy specimens are typically heat-treated to attain a room-temperature hard-
ness (HRC) of 45, which corresponds to a Charpy impact energy near 16 J (12
ft-lbf) at -40 ºC (-40 ºF). The high-energy specimens are typically heat-treated
to attain a room temperature HRC of 32, which corresponds to a Charpy
impact energy near 100 J (65 ft-lbf) at -40 ºC (-40 ºF). The super-high-energy
specimens are typically heat-treated to attain a room-temperature HRC of 30,
which corresponds to a Charpy impact energy near 220 J (163 ft-lbf) at room
temperature. Note that the two different steels have different responses to heat
treatment, and are tested at different temperatures.
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Materials ®
3
® Overview
4
Machine Installation ®
3. Machine Installation
This is the detailed procedure developed by NIST to mount the three Master
Charpy Reference Machines. The manufacturer of your machine should be
able to supply procedures that are designed specifically for your machine.
A stable foundation for the impact machine is critical to ensure accurate
results. Energy losses through the foundation must be kept to a minimum. We
recommend using a foundation of high-strength concrete (if your concrete
supplier uses a commercial-grade description to characterize the quality of
the concrete, you should ask for a 7000-pound mix) that measures 1525 mm
(60 in) long by 910 mm (36 in) wide by 450 mm (18 in) thick. Usually you
will need to cut a hole in the floor to accommodate the new foundation. If
other equipment in the area could affect the machine operation, you may want
to isolate it from the floor with expansion-joint material.
Hold-down bolts used to secure the machine to the foundation should be of the
inverted “T” or “J” type. (The next section, on direct verification, describes
problems with the use of lag bolts, which may be tightened up against the base
without gripping the concrete.) The bolts, nuts, and washers should have a
strength of grade 8 or higher. We recommend using bolts or rod with a diame-
ter of 22 mm (7/8 in). At NIST we used 22 mm (7/8 in) grade 8 threaded rod,
cut into pieces that are 610 mm (24 in) long. We then welded 150 mm (6 in
long) pieces of the same threaded rod to the end of the 610 mm (24 in) pieces
to make inverted “T” bolts.
We then positioned the machine over the center of the foundation hole. The
machine was held approximately 100 mm (4 in) above the floor using spacers
suitable to hold the weight of the machine. The “T” bolts were positioned in
the machine-base mounting holes with a nut below and above the base of the
machine. The nuts were tightened to keep the “T” bolts straight while the
concrete was poured. The ends of the T bolts were positioned approximately
25 mm (1 in) from the bottom of the hole. The machine was then leveled on
the spacers. Leveling did not need to be as accurate as the final leveling.
Reinforcement bars were attached to the top of the horizontal rod previously
welded to the bottom of the “T” bolts. The reinforcement bars were attached
in the form of a box connecting the four bolts. A second box formation of
reinforcement rods was attached to the “T” bolts 25 cm (10 in) above the first
box. The concrete was then poured under the machine. The concrete was fin-
ished as level as possible at this time. Before the concrete fully hardened, we
removed enough concrete, to a depth of approximately 25 mm (1 in), from
around each “T” bolt to be able to thread a nut to below the surface of the
concrete, and cleaned the exposed threads. The machine was left in this
position for 72 h.
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® Machine Installation
After 72 h, the nuts on top of the base plate were removed and the machine
was lifted off the “T” bolts. The bottom nuts were then threaded down into the
cavities that were created before the concrete hardened. The nuts were left
high enough on the “T” bolts to enable the use of an open-end wrench to
adjust them after the machine was positioned on them. At this point, the base
of the machine was coated with a light oil to keep the grout from adhering to
it. The machine was then lifted back onto the “T” bolts and was positioned on
the adjustment nuts. The machine was now ready to be leveled. A machinist’s
level was used to ensure meeting the level tolerance of 3:1000. The critical
leveling procedure was done using the four nuts under the machine. After the
machine was leveled, we wrapped the outside of the nuts with duct-seal putty
to facilitate their removal from the “T” bolts later in the process.
At this point the base of the machine was ready to grout. Heavy cardboard
forms were placed around the base of the machine to keep the grout under the
machine. The grout was pushed under the machine, so that the base of the
machine was in total contact with the grout. The machine was left in this
position for 72 h.
After 72 h, the machine was lifted off the “T” bolts one last time. The grout
was inspected for cavities and for surface contact with the bottom of the
machine. The putty was removed from around the nuts. Some grout leaked
around the putty and had to be chipped away from the nuts to enable them to
turn. The supporting nuts were removed from the “T” bolts. After removing all
debris from the grout, the machine was repositioned on the “T” bolts and rest-
ed on the grout. Washers and nuts were installed on the “T” bolts and were
tightened to pull the machine tightly against the grout. The level was checked
at this point. The “T” bolts were cut off to approximately 12.7 mm (1/2 in)
above the nuts. The nuts were torqued to 380 ft-lb. The final level was
checked at this point.
NOTE: Special non-shrinking grout is recommended. This grout is available at
most industrial hardware stores.
If you have any questions concerning this procedure, please contact Daniel
Vigliotti by phone at (303) 497-3351, by fax at (303) 497-5939, by email at
vigliotti@boulder.nist.gov, or by mail at NIST, Division 853, 325 Broadway,
Boulder, CO 80305-3328.
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Direct Verification ®
4. Direct Verification
This section of the practice explains the direct verification requirements of
Standard E 23, confirmation that the machine is in good operating condition,
without the use of verification specimens. The direct verification tests are
physics-based tests, which assure that the machine is functioning as closely as
possible to a simple pendulum, with only small losses, due to friction and
windage. Direct verification is most important when the machine is first
installed or when major parts are replaced, but is also important during the
periodic reinspections. While these tests are required for the periodic reinspec-
tions, we recommend that the free-swing test and windage-and-friction test be
performed each day that the machine is used. The records of these tests then
serve as a convenient measure of bearing performance.
Since the Charpy test is a dynamic test with vibration and impact loads, the
hold-down bolts may loosen over time. In extreme cases, this may introduce
error sufficient to cause a machine to exceed the tolerance limits of the indi-
rect verification test. In marginal cases, the movement may still be sufficient
to add a bias to the results that reduces the likelihood of passing. Check the
tightness of all bolts, especially the anvil bolts, the striker bolts, and the base-
plate bolts. The manufacturer can supply the torque values for the anvil and
striker bolts. The base-plate bolts should be torqued to the recommended
torque values for the grade and size of the nuts and bolts. We recommend the
use of “J” or “T” bolts only. We do not recommend lag-type bolts. These are
made to withstand only static loads. We believe that over time, the insert por-
tion of lag bolts can loosen in the concrete. When lag bolts are retightened,
they can pull out of the concrete and be pulled against the base of the machine,
giving the impression of a properly mounted machine. This condition is very
difficult to detect. A machine with this problem will exhibit erroneously high
energy values at the low-energy level. The mounting procedure used to elimi-
nate this problem for our Master Reference Machines was described in the
previous section.
Standard E 23 describes a routine check procedure that should be performed
weekly. It consists of a free-swing check and a friction-and-windage check.
The free swing is a quick and simple test to determine whether the dial or
readout is performing accurately. A proper zero reading after one swing from
the latched position is required on a machine that is equipped with a compen-
sated dial. Some machines are equipped with a non-compensated dial. Such
a dial is one on which the indicator cannot be adjusted to read zero after one
free swing. The user should understand the procedure for dealing with a
non-compensated dial. This information should be available from the
manufacturer.
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® Direct Verification
The friction-and-windage test assesses the condition of the bearings. The pen-
dulum should be released and allowed to swing 10 half cycles (5 full swings).
(We recommend holding the release mechanism down this whole time to avoid
additional friction when the pendulum swings back up to where it may push
on the latch.) As the pendulum starts its 11th half swing, the pointer should be
reset to about 5 % of the scale capacity. Record this value and divide by the 11
half swings. Divide this number by the machine range capacity, then multiply
by 100. Any loss of more than 0.4 % of the machine capacity is excessive, and
the bearings should be inspected.
We suggest that the user develop a daily log or shift log to be kept with the
machine. The log can be used to track the zero and friction values. The log can
also include information such as number of tests, materials tested, mainte-
nance, and any other useful comments.
The anvil and striker radii should be carefully inspected for damage and for
proper dimensions. Damage (chips or burrs) can be detected easily by visual
inspection and by running a finger over the radii to check for smoothness.
Measurement of the dimensions requires more sophisticated equipment. We
find that radius gages are usually inadequate to measure the critical radii. We
recommend making molds of the radii (such as with silicone rubber) or mak-
ing an indentation in a soft, ductile material (such as annealed aluminum), then
measuring the impressions on an optical comparator. Occasionally, even a new
set of anvils and striker may have incorrect radii. We recommend that new
anvils and strikers always be inspected before being installed in the machine.
Since the radii will not have local wear before use (the radii are consistent
along their length), they can be measured directly on an optical comparator or
other optical measurement system.
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Indirect Verification ®
5. Indirect Verification
Indirect verification uses carefully characterized test specimens to stress the
test machine components to levels similar to those experienced during routine
usage. Since many machine problems, such as loose anvils or striker, cannot
be detected during direct verification, indirect verification serves as an impor-
tant supplemental test of the machine performance.
We recommend using centering tongs, such as those described in ASTM
Standard E 23, to insert the specimens at the center of the anvils. The tongs
should be inspected for wear or damage. A proper set of tongs is critical for
the accurate placement of the specimen. Some machines are equipped with a
centering device. The device should be inspected for wear and proper opera-
tion. We do not recommend the use of centering devices for low-temperature
testing because the centering operation can extend the time between a speci-
men’s removal from the bath and fracture, and so may exceed the five-second
interval allowed for transferring and fracturing the specimen.
Some of the reference specimens are designed to be tested at -40 ºC (-40 ºF).
Since the absorbed energy changes with temperature, accurate temperature
control is necessary to obtain valid test data. The temperature indicator should
be calibrated immediately before testing. Ice water and dry ice are quick and
easy calibration media.
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® Indirect Verification
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Post-Fracture Examination ®
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® Indirect Verification
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Post-Fracture Examination ®
that is worn. When the wear is substantial, this condition will produce artifi-
cially low subsized energy values. The anvils should be replaced on a machine
with this condition.
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® Indirect Verification
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Post-Fracture Examination ®
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® Summary
6. Summary
The condition and accuracy of Charpy machines cannot be checked only by
comparing results of NIST reference specimens to the Master Reference
Machines located at NIST, Boulder, CO. Some machine problems cause artifi-
cially low results while other machine problems cause artificially high results.
In addition, deviations in procedures can cause similar results. These machine
problems and procedural deviations may go undetected for years without some
sort of physical check. For this reason, examination of the broken specimens is
a critical part of the verification process. Many machine problems can be
avoided or corrected with the information presented in this paper. Also, sug-
gested changes in procedure can help to ensure a successful test. To obtain
verification specimens or to clarify procedures for verification testing, you
may use the following information:
Verification specimens can be ordered from the NIST Standard Reference
Materials Program. Phone: (301) 975-6776, fax: (301) 948-3730, or email:
SRMINFO@nist.gov
Questions on verification procedures can be answered by the Charpy Program
Coordinator. Phone: (303) 497-3351, fax: (303) 497-5939, or email:
vigliotti@boulder.nist.gov
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Bibliography ®
7. Bibliography
1.“Absorbed Energy Differences between 8-mm and 2-mm Charpy V-notch
Striker Radii when using Verification Specimens,” T.A. Siewert and D.P.
Vigliotti, Pendulum Impact Machines: Procedures and Specimens for
Verification, ASTM STP 1248, American Society for Testing and Materials,
1995, 140-152.
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October 2000