0 ratings0% found this document useful (0 votes) 427 views9 pagesSprings
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content,
claim it here.
Available Formats
Download as PDF or read online on Scribd
6. SPRINGS
In Mechanics of Deformable Bodies (MDB), springs
are usually introduced as an extension topic for Torsion,
However, out of the numerous kinds of springs, most
discussion and problems are concentrated on helical
springs only.
‘In Machine Design I (MD1), discussion about springs
is more extensive since design considerations are given
more emphasis. Analysis of other kinds of springs include
‘the following: extension springs with binding force, helical
springs made of rectangular wires, torsion springs, leaf
springs, ete.
‘The first part of the discussion presented here is an
excerpt from the pre-requisite subject, Mechanics of
Deformable Bodies.This is intended to easily recall the
principles underlying the derivation of formulas,
particularly about stresses and deformations of springs
under the action of loads.
A. Helical Springs of Round Wire
A belical spring is a good example of a machine
‘component that serves its purpose through considerable
deformations, While being deformed axially, the spring
wire is subjected to a combination of shear stresses, the
seater being a torsional stress on the spring wire.
axial load of spring
spring wire diameter
outside coil diameter
inside col diameter
mean coil diameter
Dy = Do ~ Dy: Dy = Dy + Dy
@o+ Dd
ae
pitch of spring
pitch angle
Note:
All dimensions are measured when F = 0,
Machine Design 1: BASAEN, RV
Shear Stress Formula, $,
spring cross
section under
“consideration
Note:
‘The spring wire is subjected to two shear
stresses: torsional shear $,, and direct shear $5
+ Torsional Stress in the Spring
S,, = Torsional shear stress
And,
= Qo
anes
5 COG)
Oy
aes
Since the ratio of the diameters of spring is
commonly used
2,
c= (spring index)
Then,
s,- BFE
a Dy
(torsional stress in the spring)
‘© Direct Shear Stress in the Spring
areas
i aries Rare
Pw"
ar
Sa= p57
Dy
(Girect shear stress in the spring)
65Resultant Shear Stress in the Spring
‘The shear stresses have a maximum resultant at
point ‘A’,
xis of sing
‘The total shear stress is then
Se= Sut Seo
Cbining the wo sia snes inthe spring
wicse mimosa cote at “A he
Steeratesisthen eon oti eto The vets
lie shoe tay calmer en Ge ane
Seo th seo col meet te ging is
Stpoit Aa shown
Dy , AF
eeaaeeeee
Dy? Dy”
ote
= aD, Ut 2D,
eee
= Del * 3e)
but :
[2+ Ah: cacrtr dicts
Ths,
axe
nD,?
wots
‘The above shear stress equation already includes
the two shear stresses. However, considering the effect
of the curvature of the spring Coil, another factor K,
should be included, This is also known as the stress
concentration of the spring due to the curvature of the
‘Thus, the corrected total shear stress is then
Si RRS
1D,’
where,
K, ~ factor for direct shear
Ke = factor for eurvature of the coil
‘The two fictors when combined is known as the
Wahl’s factor 'K”
K=K,K.: Wahl'sfactor)
Meche Des NARY
In terms of the spring index, C, the Wahl’s factor is
defined as
K
ciety, 2618)
ac-4* ¢
‘Thus, the maximum shear stress in the spring wire i,
(exact equation of shear stress)
Use this unless otherwise sated in the problem.
‘Neglecting the factor for curvature K.,
‘BFC
serren = Koo
(approximate equation only)
Axial Deformation Formula, 8
Note:
While the spring absorbs an axial load F which causes
an axial deformation 6, the spring wire is under a twisting,
‘moment T which results in an angle of wist 8.
‘Thus, relating the strain energy quantities from axial
and angular deformations,
where,
nmin = Strain energy or elastic potential energy
of spring
Since the two strain energy quantis (represented by
areas) are just equal, 7
Esra = 3 F8|= [Esrana = 37
(8)-(76)
But,
1
and 9= 55Length of equivalent straight spring wire
Ne
; a
\)
es ee
es
Ne ~ Number of active coils ofthe spring
‘ren, equating the two stein energy quantities,
2,
Da [(€ 38) dnt)
wa 7% [Cero 2 7
3g Pw G
[SFD,.*N.
Pa]
BFEN,
D,
(axial deformation formula)
Spring Constant,
load _F.
‘Teformation = 5
Aso,
aren,
Dy,
CDy
aen,
Note:
It is also referred to as spring rate, spring seale,
spring modulus, spring gradient, or stiffness of spring.
Bit the deformation is constant
‘Thus,
Watb+e) =
Fila) + Path)
Deformations:
Deformations:
br by + bs
r= total deformation
Spring under impact load
1, Froma Potential Energy Source
Spring Arrangements
1, Springs arranged in parallel
a) Equal length
Ww
Forces:
Wakes
Deformations:
60 ~ 5:= 65 = constant
where
‘W = total load
F,= force exerted by the outer spring
= force exerted by the inner spring
'8,= deformation of the outer spring,
{5)= deformation ofthe inner spring
h = 1
erga
eh) | mero
=
=
a2. From a Kinetic Energy Source
“Energy balance:
KE ~ Strain energy
g
P= impact load of spring
k= spring constant
Other Important Considerations for Helical Springs:
1. Pitch angle of spring, a
[2]
ow lial
Note:
For more accurate results of the stress equation,
the pitch angle should not exceed 127, < 12,
2. Spring wire diameters are based on stardard gage
numbers. Table AT1S of DME Faires lists the standard
sizes.
‘Wire Diameter, in|
Gage | W&M | B&S
No. | Ferrous | Nonferrous
70 | aor
0 | oasis
50-0505.
0 [03958 | 00.
3.0 [025 [nao
2003310 | 0365
‘0 [03065 35
1_[07930_[- 0289 1
2 [38830356
3 [-o2is7 | 0229.
[02255] —n208
5 [e200 | 9.831
[01920 | 062.
[arr — oie
5 [01920 | 0.138
S| oass [outa
1] -01350_| 0:10
| a1205—| 0091
12] 01055] ost
13—[-o0o15_—| nora
14 | 0.0800 | 0.065
15 | -a07a0 | o0s7
16 | 0.0625 | nasi
17] asso | 005
1=_L_o0a7s_[ 080 —L
‘Machine Dssin 1: DASAEN, RY,
3. Recommended values for the spring index, C:
To avoid problems in coiling the the spring, the
sprig index should not be less than 5: € > 5.
From Machinery’s Handbook, best proportioned
springs use a spring index of C~ 7 through 9.
4. Compression springs have the following lengths
FL = freelength
CL = compressed tengsn
3 = deformation of spring
SH ~ solid height
Scoua~ deformation at
solid height
at
a=
z=
F
5. Approximate free lengths and solid heights for
different spring ends. (AT16 DME Faires)
‘Tye of | Free [Total | Sold
Ends" | Leng | Cotls_| Height
Plain DNo#D. | Ne) DaNNe+Dn
Piainground | PN. | oN | “Dut
‘Squared PNe+3Dw | Net2 | DeNe+3Du
‘Squared and | pNe+2De | Net2 | DeNe+2De
ground lL
Example 1:
‘A helical compression spring is used f0 support an
axial oad of SOON. The spring is made of 8mm diameter
steel spring wire that is would to form an outside coil
diameter of Sémm and a pitch of 24mm. The spring
consists of 10 coils, with squared and gracund ends.
Determine the following:
a) Maximum stress induced in the spring
) Axial deformation of spring in mm
©) Spring rate
4) Pitch angle of the spring if its free length is thrice its
‘wire diameter
©) Length of straight spring wire used to coil the given
spring
4) Deformation of spring if itis to be compressed to its
solid height.
12) Spring's design stress if itis made of ASTM A313,
stainless steel wire. Use equal spring index and
standard spring wire diameter closest to 8mm (but
greater), The spring is to be used for only about
100,000 times during its life.
cySolution:
‘This is abasic example that applies the useful formulas
‘about torsion in MDB. Design considerations are
introduced in the last part of the problem.
Owsbmn Nr 10 cots , 69 B ge
D0 +5emm New rk
New @ setve exis
(adss*? : :
Fem
RAED, + Cem + Das
Sr RA Dw Dw
oF se8
cre
we seol pete
fea te
ke 42525
S5= 12535 -B6500N) (6)
Ww (8)* rn
S52 9951 MPa
) 672
From
SeREGING "5G Geygpy# 1-5 « 10° psi
ad 279865 MPa
Ne* ® ecils
86.6500 N).(695 6)
TR 26B BL, Comm)
Se 10-40 mm
cone?
KLE + -S00N. 445 7M
F | Bama Toh
Machin
GAYA, pitch dogle
i S45
2 Fa er
Dew
tare
rom
-4
Mt tafe)
Pt 3 ow (given?
Dz € Dw 7608) 248
Has]
593.
Agi
ae 4-048")
cere?
tr + (ie) Chron)
be Length of teat
Ne 40 atts
Mcoits (Crome PF
Lrcoits fOr aby? Ga
Ltcoit = 152-64 mm
Lys (10) (152-64)
ui
526-4 mam)
{£9 Ssu0 ©
From
FLESH + S300
wtene:
FL pNe + 2Dw
Sis Owne + 2bw
Ssno* FL-SH + Ne (p-Dw) #8 (24-8)
J ram arse
Saoui0 + 128 een
(g)Ssd+2 CMATL: ASTM A313, 51
FRom Atty
FOR Dw: 6mm xm __ 0+ 315in
Bam
FROM ATAS, ose gage H2-0, Dw=0-331"
Sed Frs (Suonesea) * Fs [85]
FacToR FOR THE TYPE OF SERVICE
Light service £ oP 40 104 Himes
aves Fmediam etevice + 104 $e 10%
severe secvices mare than 10° Fines
1: BASAEN, RV.WHERE: Suvrented *
(0186 Ow <
THUS, For 400.600 times service is average
Ssd 20-26 (Sud * 0-26 fee]
ge the service Dwr
Ssd +026 | 47000 , pet
(an35n)
(Sed « 39 660
Example 2:
‘A spring isto be used asa relief valve fora boiler.
“The spring has te following data:
D,= 13mm D,=115mm
FL =203mmNr~9.5 coils (with sq. and gr. ends)
G=80GPa
‘The valve seat is 32 mm_and the relief valve should
‘open once the steam pressure reaches 1.4 MPa, Determine
the following:
8) Length to which the spring should be intially
‘compressed inside the valve to hold the given
Cm Ose boay
pressure.
1b) Stress on the spring atthe given setting, and
‘when the spring is compressed to its solid height.
Solutio
Dw 18m
Do 115m
crBe + 7-846
Neenr-2
Nes 75 coals
86 82mm
Fs 1126 N Cinitiat gorce compressing the spring
(set © vam) ]
ace?
FROM
FLeCL +5
WHERE
6:BE.C* Ne
OW
B= B(1126 NDG7-846)°(75)_
80.200 Nrm® (15era)
8 31-38 som
Dm = o- Dw + 102m
Nre 45am, 818 gd
Machine Design |: BASAEN, RV
THus,
OLS FL+§ = 203- 3%
GL 16 me
(b) Ss #7 @ initial setting | Sseaua=?
Sore BEC
6
beagth @ set-up
Pena se
4188
Ss u1eg £01126) (7-866)
ao
‘SS 156-1 MPs
AtS0, Ssoucg + FL~SH* CFL-(Dw et 200))
5 208-C18(7-5) #2 (13)
Gsotrd | 19-5
c+ $26 « Feoia
B88 “Ie
Feoitd » 2853 N
Sssuttd 2654. (158-1)
Example
‘A spring sto absorb an impact load froma 12-kg rigid
body wihich isto be dropped at a height of 15m from the
unsupported end of the spring. Ihe spring gradient is 35
Nim, determine the following:
2) Maximum deflection ofthe spring
1) Velocity of the body at an instant when the spring's
deformation is 80mm
7Solution:
a) Maximum deformation, 5 =?
or we 12 C4.80N
#1500 men
(ange?
FROM
winrels 4 96
2
WHERE!
KEE ; PERE
=
wOhrs]e4 Ks
sacar) [1500 + 6] +4 (95)C61% jem = Nem
52 103.4 mm
Example 4:
‘A erate of mass 1800 kg at a speed of 1.2 mis is
Drought to rest by two helical steel springs. In stopping the
crate, the springs are compressed by 200mm. Take the
spring index to he 6 and the allawahle stress ta he 360 MPa
‘on cach spring. Determine the following: a) the maximum
Toad on each spring, b) the minimum spring wire diameter
necessary, and ¢) the number of active coils. Use G= 80
GPa
Solution:
2) Maximum load on each spring,
ae na
WF WWE oO
Dee
Klose "ACL pts ot V0
ere Bena The
Po
ie 1.2528
chine Desion I: BASAEN, RV.
G2) Ps? max Lead absorved by each Spriog
OKeE CSD S.t.
£m WDE
Pr& 5 BUT roar
(1800 kg CHEM m2 = (209 (0-2
$00 Kg IAM aE =A. (20) Co-2m
P= 6460 N
(b) Ow:
Feow,
Sst q BPC
Ss SEE, SD Sd
12525 SAGSHON(G) =
Ow
[De BSE mm]
(Ne?
FROM OFFN EQN
6+ Beco Ne
Ow
3eo.N,
+ 6+ 80050 MPa
200 + (6480) ¢6)* Ne
80000 (18-56)
New 26-52 caits
Example §:
‘Two concentric springs of unequal lengths are
loaded as shown. Before the 2 KN load is applied, the outer
ng is longer by 20mm. Other data ae given in the table
Weak
(No toad) Curae with W)
Spring | Material [No] Dy De
(em)_| (am
i G=s0GPa fiz; 8 36
2 G=socra | 8 | 10 90
Determine the maximum stress and deformation of
ccach spring if they are to be axially loaded with 2 kN
vets b2525
2 Kae 184 n
are
creSolution:
DEFORMATIONS
62 +1420 —+@
» Forces
FoeFt= WwW
Fat Fr © 2000 —+@®
Y RATES koe
ke Gow
Beene
1+ 80009 (8) 2-86
8 (ertti2)
S12 En,
oe
2790000 (10); Kar 15.49
BCE) (8)
$a: fe
Bai
THUS, EAN @ BECOMES
Ege Eset ate
Ba fe 27 ©
soins © & @:
Fae 56 N
Fie gaan,
Hence,
Si b44
Sie 2
Bie 27-55 mem |
62: 47-35 men
FoR MAX STRESSES +
aa atec
Se oa
1 162. -Btedar (er
Sei * 1ses -B.cedane
Seas s1pq BL156)(6)
WC)
Sees 276-8 MPa
shine Design: BASAEN, RV.
Example 6:
‘An eccentric circular cam is assembled as
shown at low position, the force between the cam and
follower is 50. Athigh position, the comesponding,
fovve is 80
« The spring is connected to maintain
contact between the cam and follower, with the following
data
c= 5 =60
Calculate the following: a) spring wire diameter
Dy and, b) number of active coils Nc. forte spring.
Solution:
1 HIGH Posi
Travel = 2¢e) #2"
Mion
od
[eme+o1*
Low Posi
St
LEM +01
Fe (ts) = 60
F2+240lb
TION
Fi (4/3) #5001)
Fi 0 150 te
R(8) Dw?
Sse
STK GEC > Sed
1 Ft Fuax #2
ge
K
wos, ,
teaig S12aaM)
Dw 0294 in
1 a S10: 18 bo be chosen,
Select gage no: Ow 0.3065"
Co) Nee?
FROM OEF'N EON
6 BEI Ne,
‘ew
Nee
eFct
BY SIMILAR ,
3
wy
Ta
SUBING VALUES INTO EON ©
Dw. BE
BeSNE
ag
ss xtot fo-zeay , 240-150
eer) Ned
2h
Nes 813 coils
Design of a Helical Spring
Characteristics
Problems are usually open-ended, assumptions
are often necessary.
‘The requirements may involve material selection
& determination of necessary spring dimensions.
‘Solution must satisfy all problem requirements
and all conditions of good design as advised by
the textbook, and other sources.
Spring serviee
Light service:
less than 108 eycles
Machine
Average service: 10 to 10 cycles
Severe service: beyond 10* cycles
Some Spring Materials
‘Typical spring materials have a carbon content of
0.5% ot greater.
Carbon Steels:
Hard Drawn Wire
Me
for
Hard drawn spring wire (cheapest)
sic Wire
‘Most commonly used and most reliable material
general application up to a wire diameter of
inch.
Oil tempered spring wire
Allloy S
Used as an alternative to music wire, but less
reliable
Steel
Selected for a particular application in which
carbon steels are no Tonger satisfactory (high
endurance, high toughness and corrosion
resistance may be desired).
Example of spring materials made of alloy steel:
Cr,V, Si Mn, Stainless steel
Example of Non-Ferrous materials inchude copper
and nickel based.
“Monel = Cu + Ni
Inconel = Cr + Ni +Fe
Example of Design of a Helical Spring:
‘Avelical spring ist fitaboutan 2 in diameter rod,
‘A mainmam load of 8 tb sto compress the spring by 12
in, The
fre lenth it be 22 tn ores. The sping so
bbe used only for about 50,000 times during its lif, but it
istobe
subjected to 2 relatively high temperature and
corrosive atmosphere while in operation.
spring
Select a spring material and specify the necessary
diameter dimensions Dy,Dg, Ne, FL, ete. Meet ail
condition used by the textbook.
FL S275"
B