Download - Spring Calculations
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1.3
1.2
1.1
1.4
1.5
1.6
EEEEEEEEEEEE( 9 )0.615c
-1-4cc
44
◊= +
1816
ds+p=
NL-H
aEEEEEEEEEEEEEEEEEEE(14)
Gd702DaNπ
kgW
=a =af ω EEEEEEEEEEEEEEEEE(13)
2Dad
N5=3.56M101f EEEEEEEEEEEEEEEEEE(13V)
cG
100=iτ
)t2 EEEEEEEEEEEEE(10)+1t+(d-1)s N t=(H
maxMdtN=sH EEEEEEEEEEEEEEEEE(11)
=iP3
Dd
8 iτπ
EEEEEEEEEEEEEEEEEEEE(12)
mm )2(kgf/iτ
(g)
=Dd
(f)(e)
(i)
(h)
(d)(c)
(a)
dD
=c
100 c
which can be obtained using the following formula.
Generally, the purchaser of a compression spring does not specify the solid height of the spring.
In spring design calculations, the following points should also be taken into account.
(2)
(1)
Initial Stress M0.8(0.8 by 20% reduction by low-temperature annealing.)
Initial Tension
Initial Tension
M0.75(0.75 by 25% reduction by low-temperature annealing.)Initial Stress i=G
(2) If the spring is low-temperature annealed after being formed, decrease the value by 20-35% for springs made of piano wire, hard steel wire, or other steel wires, and by 15-25% for springs made of stainless steel wire.
(1) When using stainless steel wire, decrease the initial stress value for steel wire by 15%.
(Spring formed from steel coil, not low-temperature annealed)i
Open End with a Turn(Non-Ground)
E
1.3.7 Other Points to Note
G = 78M103N/mm2 {8M103kgf/mm2},
i=1,2,3i
a= :when one spring end is fixed while the other end is free42
when both spring ends are either free or fixed:
1.3.6 Surging
2323 }»kgf/mm{7M10N/mm’G=69M10Stainless Steel Wire
}»2kgf/mm3{8M102N/mm 3’G=78M10Piano Wire / Hard Steel WireShown below are examples of applications of this formula to obtain the initial tension.
In place of Figure 3, the following empirical formula can be used to establish the initial stress for springs before low-temperature annealing.
Note:
Fig. 3: Initial Stress:
Spring Index c
1.3.5 Initial Tension of Tension SpringsCold-formed solid-coiled tension springs are subjected to initial tension(Pi),
Fig. 2: Coil End Shape
Pig Tail End(Non-Ground)
Tangent Tail End(Non-Ground)
Open End(Non-Ground) Closed End(Tapered)
Open End(Tapered) Open End(Ground)
Closed End(Ground) Closed End(Non-Ground) (b)
where(t1 + t2)is the sum of the thicknesses of the coil ends.
As for those compression springs, both ends of which are shaped as shown in (b), (c), (e) or (f) of Figure 2 and for which the solid height needs to be established, the following formula can be used to obtain the maximum solid height. However, the actual maximum solid height can be greater than the value thus calculated depending on the shape of the spring in question.
where d max is the material diameter with the maximum tolerance.
The solid height of a spring can normally be obtained using the following simplified formula. 1.3.4 Solid Height
Fig. 1: Stress Correction Factor:◊
The stress correction factor relative to the spring index (c) can be determined using the following formula or based on Fig. 1.
1.3.3 Stress Correction Factor
100 cG
=i
=iPd 3
D8 i=255 D4Gd
2M0.8D
422 d22
d=
216 4
D
i
2a=
D
4229=
d2 2
d24 4
DM0.752
Gd 4
D255=i8D3d
Pi=
3/4
mm2N/
i In
itial
Stre
ss
◊St
ress
Cor
rect
ion
Fact
or
-1
τ
τ
τ
τ
τ
τ
π
π
On solid-coiled piano wire, hard steel wire, and other steel wires that are not low-temperature annealed, the initial stress Íi occurs within the hatched range shown in Figure 3. However, if materials other than steel wire are used, or the wire in question is low-temperature annealed, the initial stress taken from within the hatched range in Figure 3 should be corrected as follows.
w= 76.93M10-6N/mm3 {7.85M10-6kgf/mm3} If both spring ends are either free or fixed, the natural primary frequency of a spring can be obtained as follows.
In order to prevent surging, the spring selected should be such that its natural frequency does not resonate with any of the external frequencies that may act upon the spring.The natural frequency of a spring can be obtained using the following formula.
(1) Spring Index Excessive local stress can result from too small a spring index. Processibility is compromised if the spring index is too great or small. The spring index should be selected from the range of 4 - 15 when hot forming, and from the range of 4 - 22 when cold forming.
(4) Pitch Generally, when the pitch exceeds 5D, the spring deflection (load) increases to the extent that the coil diameter changes. This requires correction of the deflection and torsional stress values obtained by the basic formulae. Therefore, the pitch should be 0.5D or smaller. The pitch can generally be estimated using the following simplified formula.
(2) Slenderness Ratio In order to ensure the correct number of active coils, the slenderness ratio for a compression spring (ratio of free height to coil mean diameter) should be 0.8 or greater. Furthermore, it is generally recommended that the slenderness ratio be selected from the range of 0.8 - 4 to prevent buckling.
(3) Number of Active Coils The number of active coils should be 3 or more in order to stabilize spring characteristics.
Spring Index
Where:
On steel wire:
SWOSC-V, SWOSM, SWOSC-BSWO, SWO-V, SWOC-V,
11A, 12, 13SUP6, 7, 9, 9A, 10,
78M103 {8M103 }
}3{8M10378M10
316 Stainless Steel
631 Stainless Steel
304 Stainless Steel
S30451
Stainless Steel
SWP
SW-B, SW-C
SUS 302
304 Stainless Steel
316 Stainless Steel
631 Stainless Steel }3{7.5M10374M10
69M103 {7M103 }
78M103 {8M103 }
}3{8M10378M10
1D
DL
d P
2D
1
D
Dd
2D
L
i
�
i
t
a
s
g
W
U
f
k
P
G
c
P
p
H
L
N
N
D
D
D
d
2
NCmm{kgfCmm}
}2{kgf/mm2
mm/s
N{kgf}
-
Hz
N/mm{kgf/mm}
mm
N/mm
N{kgf}
N{kgf}
-
mm
mm
mm
-
-
mm
mm
mm
mm
S30451
}2{kgf/mm2N/mm
}2{kgf/mm2N/mm
}2{kgf/mm2N/mm
}3{kgf/mm3N/mm
1
2
1815
τ
τ
τ
E( 7V)
22
◊
Î)iP+Pi)P-P
iÍ+ EE( 4V)
iE( 2V)
)iP-P= E( 1V)
8N a D 3(Gd
k =P-PÎ
=Gd
8N a D 3
4
Í8DPQ 3 EEEEE( 3V)=0
d
0=Í 2Q
GdÎN a D
=Í EEEEEEEE( 5V)◊Í0
EE( 6V)d =8DP
=QÍ0
3ÍQ
◊8 DP
N =a 8D 3 (Gd 4Î
=Gd
8
4
D3 k
EEEEE( 8V)U =2
(
2kÎ=
PÎ=U EEEEE( 8 )
k3D
4
8Gd
=Î4GdP3D8a EEEE( 7 )=N
DP8QÍ
330ÍQ=
DP8=d EE( 6 )
0Í◊ EEEEEEEE( 5 )Í =
DaNGdÎQ 2 EEEE( 4 )Í =0
d0= EEEEE( 3 )3Q
DP8Í
4
3DaN8Gd
=Î
P= EEE( 2 )k
4GdP3DaN8EEEE( 1 )Î
4
3
Î
=
(1)
c=dD
22D1D
Hooks are ignored.
’corresponding to (a) - (c) in Fig. 2»
Where X1 and X2 are the number of turns at each end of the coil.X
(a)When only the end of the coil is in contact with the next free coil
-1.5
Na= tN
N t=aN
Na= t-2N
X1=X 2=0.75therefore
(b)When the end of the coil is not in contact with the next coil, and the spring end has of a turn ’corresponding to (e) and (f) in Fig. 2»
therefore1X1=X2=
X(N )2+1-t=aN
(2) Tension Springs the number of active coils can be determined as follows.
(1) Compression Springs
The number of active spring coils can be determined as follows.
1.3.2 Number of Active Coils
Stainless Steel Wire
Piano Wire
Oil Tempered Steel Wire
Hard Steel Wire
Spring Steel
CodeG Value N/E(kgf/E)Material
Table 2. Shear modulus of elasticity(G)
Shear moduli of elasticity (G) listed in Table 2 are recommended for the designing of springs.
1.3 Points to Note When Designing Springs 1.3.1 Shear Modulus of Elasticity
1.2.2 Tension Springs with Initial Tension (P>Pi)
1.2.1 Compression springs, and tension springs without initial tension1.2 Basic Formulae for Designing Springs
Note:L=NaCP+1.5d
Note:L=NaCd+2(D2-2d)
Note:(1)In spring calculations, a gravitational acceleration of 9806.65 mm/s2 is used.
Spring-Retained
Gravitational Acceleration
Weight of Moving Parts
Per Unit Volume Material Weight
Frequency
Stress Correction Factor
Initial Stress
Corrected Torsional Stress
Torsional Stress
Spring Constant
Spring Deflection
Load on Spring
Shear Modulus of Elasticity
Spring Index
Initial Tension
Pitch
Solid Length
Free Height(Length)
Number of Active Coils
Total Number of Coils
Coil Mean Diameter=
Outer Diameter of a Coil
Inner Diameter of a Coil
Diameter of Material
Symbol UnitMeaning of Symbols
Symbols used in Spring design formulae are shown in Table 1.
Table 1. Meaning of Symbols
1.1 Quantities Used in Spring Design Formulae1. Calculations
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Excerpt from JIS B 2704(1999)Spring Calculations’Technical Data»
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Metric_1801-1886 3/1/06 10:29 Page 1814