364 書名: Essentials of Mechanical Engineering Design, 1/E 作者: Shigey Mischke Budynas 書號: MX0398
Stress in Helical spring
366 Spring index For most spring C is between 6 to 12 Shear stress correction factor
367 Wahl factor Bergstrasser factor (preferred) Both factor can be used to replace the shear stress correction factor K s However, in this book use:
368 Casrtigliano’s theory:
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370 Forrys point out Square and ground end, the solid length is a=0.75 Set removal
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372 For squared and ground end α=0.5 D
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381 Usually takes ξ>0.15 Recommended design conditions: When design a high volume production Fom (figure of merit) Is used to compare the cost of production.
382 From eq. 7-3 and Let
383 Design strategy
384 Design strategy
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389 The spring exert a force about 3 lbf and to fit the space defined in figure
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395 Natural frequency of spring place between two flat face Fundamental frequency For one end against a plate The weight of active part Fundamental critical frequency should be 15 to 20 times of the frequency of the external force
396 Unpeened: Peened For example, given a unpeened spring with ultimate shear strength kpsi. By Gerber:
397 Torsional modulus of rupture is The mean force and amplitude The shear stress amplitude Mean stress:
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411 Stress at point A Stress correction factor for curvature: The torsional stress at B
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413 Free length Prefer range of tension:
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426 In ex. 7-7 an estimate for the bending endurance limit from Table 7-8 would be
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428 Describing the end location
429 Bending stress Bending stress can be obtained from curved beam Bending eq.: Deflection and spring rate, let The angle subtended by the end deflection of the cantilever:
430 For straight torsion end spring the strain energy in bending is Applying Castigliano’s theorem: The total angular deflection:
431 Torque/turn Considering the friction The helix diameter The angular deflection Diameter clearance
432 Static strength Fatigue strength Gewrber fatigue Safety factor
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439 For a uniform-section cantilever spring has thev stress Flat triangular spring Width at base b=b 0 x/l
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