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DESIGN OF HELICAL SPRING
SPRING SUBJECTED TO STATIC LOAD
OBJECTIVES FOR DESIGN
โ€ขIt should possess sufficient strength to
withstand the external load .
โ€ขIt should have the required load
deflection characteristicโ€™s.
โ€ขIt should not buckle under the external
load.
DESIGN PROCEDURE
โ€ข For given application, estimate the maximum spring force (P) and the
corresponding required deflection (ฮด) of the spring. In some case
max. spring force and stiffness k, which is (P/ฮด) are specified.
โ€ข Select fs i.e. factor of safety as 1.5 or less if not specified.
โ€ข Select a suitable spring material and find out ultimate tensile
strength Sut from the data. Calculate the Permissible shear stress in
following manner :
Permissible shear stress (ฯ„)
ฯ„ =
๐‘†๐‘ ๐‘ฆ
1.5
, Assume, Syt = 0.75Sut and Ssy = 0.577Syt
ฯ„ =
(0.577)(0.75) ๐‘† ๐‘ข๐‘ก
1.5
ฯ„ โ‰ˆ 0.3Sut
In general,
ฯ„ โ‰… 0.3Sut - 0.5Sut
โ€ข Assume the suitable value of spring index (C). For industrial
applications, the spring index varies from 8 to 10. A spring index of 8
is considered good value. C can be taken as 5 in valves and clutches.
C should never be less than 3.
โ€ข Calculate the Wahl correction factor by following relation :
K =
4๐ถโˆ’1
4๐ถโˆ’4
+
0.615
๐ถ
โ€ข Determine wire diameter by following relation :
ฯ„ = K
8๐‘ƒ๐ถ
๐œ‹๐‘‘3
โ€ข Determine mean coil diameter by following relation :
D = Cd
โ€ข Determine the no. of active coils (N) by following relation :
ฮด=
8๐‘ƒ๐‘‘3 ๐‘
๐บ๐‘‘4 , G = 81370 N/mm2
โ€ข Determine the style end and find out no. of active coils. Adding total
no. of active and inactive coils find total no. of coils (Nt).
โ€ข Determine the solid length by following relation :
Ls = Ntd
โ€ข Determine the actual deflection of the spring by following relation:
ฮด=
8๐‘ƒ๐‘‘3 ๐‘
๐บ๐‘‘4
โ€ข Assume gap of 0.5 to 2 mm between adjacent coils, when the spring
is under the action of maximum load, the total axial gap between the
coils is given by :
Total gap = (Nt โ€“ 1) * gap between two adjacent coils
โ€ข Determine free length of the spring by following relation :
Free length = solid length = total gap = ฮด
โ€ข Determine rate of spring by following relation :
k =
๐บ๐‘‘4
8๐ท3 ๐‘
โ€ข Prepare list of spring specifications.
SPRING SUBJECTED TO FLUCTUATING LOAD
โ€ข In many applications the spring is subjected to fluctuating load.
โ€ข In such cases spring is designed on the basis of two criteria -
design for infinite life.
- design for finite life.
โ€ข Let us consider a spring subjected to an external fluctuating
force, which changes its magnitude Pmax. to Pmin in the load
cycle.
โ€ข The mean force Pm and the force amplitude Pa are given by,
Pm =
1
2
(Pmax โ€“ Pmin)
Pa =
1
2
(Pmax + Pmin)
โ€ข The mean stress is calculated from mean force (Pm) by using shear
stress correction factor (Ks). It is given by,
ฯ„= Ks (
8๐‘ƒ๐ถ
๐œ‹๐‘‘2), where Ks = 1 +
0.5
๐ถ
Ks is the correction factor for direct shear stress only, it is
applicable only to mean stress only.
โ€ข For torsional shear amplitude (ฯ„a), it is necessary to also consider
the effect of stress concentration but to curvature in addition to
direct shear stress. Therefore,
ฯ„a = KsKc
8๐‘ƒ ๐‘Ž ๐ท
๐œ‹๐‘‘3
ฯ„a = K
8๐‘ƒ ๐‘Ž ๐ท
๐œ‹๐‘‘3
Where K is the Wahl correction, which takes into account the effect
of direct shear stress as well as of stress correction due to
curvature.
โ€ข In general the spring wires are subjected to pulsating shear
stresses, which vary from 0 to Sโ€™se (endurance limit).
For Patented and cold-drawn steel wires :
Sโ€™se = 0.21Sut
Ssy = 0.42Sut
For oil-hardened and tempered steel wires:
Sโ€™se = 0.22Sut
Ssy = 0.45Sut
โ€ข The general equation used for spring design is :
๐œ ๐‘Ž
๐‘† ๐‘ ๐‘ฆ
๐‘“ ๐‘ 
โˆ’ ๐œ ๐‘š
=
1
2
๐‘†โ€ฒ ๐‘ ๐‘’
๐‘† ๐‘ ๐‘ฆโˆ’
1
2
๐‘†โ€ฒ ๐‘ ๐‘’
Design of helical spring

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Design of helical spring

  • 2. SPRING SUBJECTED TO STATIC LOAD OBJECTIVES FOR DESIGN โ€ขIt should possess sufficient strength to withstand the external load . โ€ขIt should have the required load deflection characteristicโ€™s. โ€ขIt should not buckle under the external load.
  • 3. DESIGN PROCEDURE โ€ข For given application, estimate the maximum spring force (P) and the corresponding required deflection (ฮด) of the spring. In some case max. spring force and stiffness k, which is (P/ฮด) are specified. โ€ข Select fs i.e. factor of safety as 1.5 or less if not specified. โ€ข Select a suitable spring material and find out ultimate tensile strength Sut from the data. Calculate the Permissible shear stress in following manner : Permissible shear stress (ฯ„) ฯ„ = ๐‘†๐‘ ๐‘ฆ 1.5 , Assume, Syt = 0.75Sut and Ssy = 0.577Syt ฯ„ = (0.577)(0.75) ๐‘† ๐‘ข๐‘ก 1.5 ฯ„ โ‰ˆ 0.3Sut In general, ฯ„ โ‰… 0.3Sut - 0.5Sut
  • 4. โ€ข Assume the suitable value of spring index (C). For industrial applications, the spring index varies from 8 to 10. A spring index of 8 is considered good value. C can be taken as 5 in valves and clutches. C should never be less than 3. โ€ข Calculate the Wahl correction factor by following relation : K = 4๐ถโˆ’1 4๐ถโˆ’4 + 0.615 ๐ถ โ€ข Determine wire diameter by following relation : ฯ„ = K 8๐‘ƒ๐ถ ๐œ‹๐‘‘3 โ€ข Determine mean coil diameter by following relation : D = Cd โ€ข Determine the no. of active coils (N) by following relation : ฮด= 8๐‘ƒ๐‘‘3 ๐‘ ๐บ๐‘‘4 , G = 81370 N/mm2
  • 5. โ€ข Determine the style end and find out no. of active coils. Adding total no. of active and inactive coils find total no. of coils (Nt). โ€ข Determine the solid length by following relation : Ls = Ntd โ€ข Determine the actual deflection of the spring by following relation: ฮด= 8๐‘ƒ๐‘‘3 ๐‘ ๐บ๐‘‘4 โ€ข Assume gap of 0.5 to 2 mm between adjacent coils, when the spring is under the action of maximum load, the total axial gap between the coils is given by : Total gap = (Nt โ€“ 1) * gap between two adjacent coils โ€ข Determine free length of the spring by following relation : Free length = solid length = total gap = ฮด โ€ข Determine rate of spring by following relation : k = ๐บ๐‘‘4 8๐ท3 ๐‘
  • 6. โ€ข Prepare list of spring specifications.
  • 7. SPRING SUBJECTED TO FLUCTUATING LOAD โ€ข In many applications the spring is subjected to fluctuating load. โ€ข In such cases spring is designed on the basis of two criteria - design for infinite life. - design for finite life. โ€ข Let us consider a spring subjected to an external fluctuating force, which changes its magnitude Pmax. to Pmin in the load cycle. โ€ข The mean force Pm and the force amplitude Pa are given by, Pm = 1 2 (Pmax โ€“ Pmin) Pa = 1 2 (Pmax + Pmin)
  • 8. โ€ข The mean stress is calculated from mean force (Pm) by using shear stress correction factor (Ks). It is given by, ฯ„= Ks ( 8๐‘ƒ๐ถ ๐œ‹๐‘‘2), where Ks = 1 + 0.5 ๐ถ Ks is the correction factor for direct shear stress only, it is applicable only to mean stress only. โ€ข For torsional shear amplitude (ฯ„a), it is necessary to also consider the effect of stress concentration but to curvature in addition to direct shear stress. Therefore, ฯ„a = KsKc 8๐‘ƒ ๐‘Ž ๐ท ๐œ‹๐‘‘3 ฯ„a = K 8๐‘ƒ ๐‘Ž ๐ท ๐œ‹๐‘‘3 Where K is the Wahl correction, which takes into account the effect of direct shear stress as well as of stress correction due to curvature.
  • 9. โ€ข In general the spring wires are subjected to pulsating shear stresses, which vary from 0 to Sโ€™se (endurance limit). For Patented and cold-drawn steel wires : Sโ€™se = 0.21Sut Ssy = 0.42Sut For oil-hardened and tempered steel wires: Sโ€™se = 0.22Sut Ssy = 0.45Sut โ€ข The general equation used for spring design is : ๐œ ๐‘Ž ๐‘† ๐‘ ๐‘ฆ ๐‘“ ๐‘  โˆ’ ๐œ ๐‘š = 1 2 ๐‘†โ€ฒ ๐‘ ๐‘’ ๐‘† ๐‘ ๐‘ฆโˆ’ 1 2 ๐‘†โ€ฒ ๐‘ ๐‘’