Page 1177 - MiSUMi 2025
P. 1177

Economy series
                Technical Calculation Excerpted from GB/T 23935-2009                           Springs



                 1 Parameter Names and Codes of Springs                    K in the formula is Stress Correction Factor (Wahl Factor), and the value of K is calculated according to Formula (7):
                  This standard uses the terms and symbols specified in GB/T 1805-2001 and Table 1.                K= 4C─1 0.615    EEEEEEEEEEEEEEEEEEEEE(7)
                                                                      +
                                   Table 1                         4C─4  C
                  Parameter Name     Code        Unit                       Under static load, the value of K can generally be taken as 1. When the spring stress is high, the value of K is also considered.  14
                                                             3.1.5 Spring Material Diameter:
                  Material Diameter    d          mm                8KDF     8KCF
                                                                           d ≥       or d ≥       EEEEEEEEEEEEEEEE(8)
                  Spring I.D.         D 1         mm                 π[τ]    π[τ]
                                                                            [τ] in the formula is the Allowable Torsional Stress determined according to the above design
                  Spring O.D.         D 2         mm             conditions.
                  Spring Mean Diameter  D         mm         3.1.6 Spring Mean Diameter:                   Springs
                                                                           D=Cd    EEEEEEEEEEEEEEEEEEEEEEEEE(9)
                  Total Number of Coils  n1       Coils
                  Number of Supporting Coils  nz  Coils      3.1.7 Effective Number of Coils of Spring:
                                                                   Gd 4
                  Effective Number of Coils  n    Coils                    n= 8D 3  F  f  EEEEEEEEEEEEEEEEEEEEEEE(10)
                  Free Height (Free Length)  H0   mm       3.2. Natural Vibration Frequency
                                                             For the cylindrical helical coil springs with fixed ends and one end periodically reciprocating within   Coil Springs  Round Wire
                  Solid Height        H b         mm         the working stroke range, its natural vibration frequency is calculated according to Formula (12):
                  Pitch                t          mm                       f e = 3.56d  G
                                                                   nD 2           EEEEEEEEEEEEEEEEEEEEE(12)
                  Load               F 1,2,...n    N                    ρ                                 P.14-004
                                                           3.3 Spring Characteristics and Deflection
                  Stress Correction Factor (Wahl Factor)  K  ---
                                                             3.3.1 Spring Characteristics
                  Material Shear Modulus  G       MPa        a)  When it is necessary to ensure the load at the specified height, the   Springs  Tension
                  Torsional Stress   τ1,2,...n    MPa         deflection of the spring shall be between 20% and 80% of the deflection
                                                              under the test load, i.e. 0.2 f s  ≤ f 1, 2,  ... n  ≤ 0.8 f s  .
                  Allowable Torsional Stress  [τ]  MPa       b)  When it is necessary to ensure the height under the load, the deflection
                                                              of the spring shall be between 20% and 80% of the deflection under the   P.14-016
                  Initial Tension     F 0          N
                                                              test load, i.e. 0.2 f s  ≤ f 1, 2,  ... n  ≤ 0.8 f s  , but the load under the maximum
                                                              deflection should be no greater than the test load.
                 2 Principle of Allowable Stress Selection   c)  When it is necessary to ensure the stiffness, the deflection of the spring
                  a)  For springs under static load, in addition to considering strength   shall be between 30% and 70% of the deflection under the test load, i.e.   Tension Springs  Posts For
                   conditions, if there are requirements for stress relaxation, the   f 1  and f 2  meet the conditions of 0.3 f s  ≤ f 1, 2  ≤ 0.7 f s  . The spring stiffness is
                   allowable stress shall be appropriately reduced.  calculated according to Formula (13):
                  b)  For springs under dynamic load, in addition to the number of cycles,   F2 ─ F1 F2 ─ F1  P.14-020
                                                                       =
                   the stress (change) amplitude should also be considered, which                 F' =  f 2  ─  f 1 H1 ─ H2  EEEEEEEEEEEEEEEEEEE (13)
                   is calculated according to the cycle characteristic formula (1), and   3.3.2 Spring End Structure Type
                   checked in Figure 2. When the cycle characteristic value is large,   See Table 2 for the spring end structure type.
                   that is, the stress (change) amplitude is small, the allowable stress   Table 2         Springs  Torsion
                   is taken as the large value; and when the cycle characteristic value
                   is small, that is, the stress (change) amplitude is large, the allowable   Shape Code  Sketch  End Structure Type
                   stress is taken as the small value.                                   Both end coils tightened   P.14-022
                               γ=  τmin  =   F min   or γ =   σmin   =   T min   =   φ min      EEEEEE(1)  YI  and grinding
                                                                                              nZ ≥ 2
                        τmax  F max  σmax  T max  φ max
                  c)  For springs in important applications, where damage has a          Both end coils tightened   Disc Springs
                   significant impact on the entire machinery, and springs operating   Cold Coil Compression   Spring  YII  but not grinding
                   at higher or lower temperatures, the allowable stress should be            nZ ≥ 2
                   reduced appropriately.                                                  Both end coils not   P.14-023
                  d)  The fatigue strength or fatigue life of the spring can be improved by   YIII  tightened
                   effective shot peening treatment.                                          nZ < 2
                  e)  For the coil springs, the fatigue life can be increased by effective   Both end coils tightened
                   strong pressure treatment, which has obvious effect on improving   RYI   and grinding
                   the performance of the spring.                                             nZ ≥ 1.5
                  f)  There are many factors affecting the fatigue strength of springs
                   under dynamic load, which are difficult to estimate accurately. For   Both end coils tightened
                   springs for important purposes, test verification should be carried out   RYII  but not grinding
                   after the design is completed.             Hot Coil Compression Spring     nZ ≥ 1.5
                 3 Design Calculation of Cylindrical Helical Coil Springs  RYIII         Both end coils flattened,
                                                                                         tightened and grinding
                 3.1 Basic Calculation Formula                                                nZ ≥ 1.5
                  3.1.1 Spring Load:                                                     Both end coils flattened,
                                F=  Gd 4  f    EEEEEEEEEEEEEEEEEEEEE (2)  RYIV           tightened but not grinding
                        8D 3  n                                                               nZ ≥ 1.5
                            See Appendix A for the material shear modulus G in the formula.
                  3.1.2 Spring Deflection:                            Table 3 Shear Modulus of Elasticity(G)
                        8D 3  nF                                           G Value N/mm 2
                                f =  Gd 4    EEEEEEEEEEEEEEEEEEEEE (3)  Material  (kgf/mm 2 )  Symbol
                  3.1.3 Spring Stiffness:                      Spring Steel  78 × 10 3  {8 × 10 3 }  SUP6, 7, 9, 9A, 10, 11A, 12, 13
                         F  Gd 4                              Hard Steel Wire  78 × 10 3  {8 × 10 3 }  SW-B,SW-C
                                F' =  f  =  8D 3  n   EEEEEEEEEEEEEEEEEEEE (4)  Piano Wire  78 × 10 3  {8 × 10 3 }  SWP
                                                                                        SWO, SWO-V, SWOC-V,
                  3.1.4 Spring Tangential Stress:           Oil Tempered Steel Wire  78 × 10 3  {8 × 10 3 }  SWOSC-V, SWOSM, SWOSC-B
                          πd 3    EEEEEEEEEEEEEEEEEEEEE (5)
                                τ =K  8DF                          SUS302                   SUS302
                                                                                            SUS304
                                                                   SUS304
                  or                                        Stainless   SUS304N1  69 × 10 3  {7 × 10 3 }  SUS304N1
                         Gdf
                             τ=K  πD 2  n    EEEEEEEEEEEEEEEEEEEEE (6)  Steel Wire
                                                                                            SUS316
                                                                   SUS316
 14-013                                                             SUS631J1  74 × 10 3  {7.5 × 10 3 }   SUS631J1  14-014
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