Matching design method for pre-clamping stress of equal-thickness main springs of first-stage gradually changed rigidity plate springs
A technology of pre-clamping and design method, applied in the design characteristics of spring/shock absorber, computer-aided design, design optimization/simulation, etc. Stress and other problems, to achieve the effect of reducing design and test costs, speeding up development and improving design level
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Embodiment 1
[0028] Embodiment one, the width b=60mm of a leaf spring with gradually changing stiffness, the number of main reeds n=3, the thickness h=8mm of each main spring of equal thickness, and half the active length of each main spring is L 1T =525mm,L 2T =450mm, L 3T =350mm, half the length L of the straight section of the root clamped by the saddle bolt 0 = 50mm. The number of auxiliary reeds m = 2 pieces, the thickness h of each auxiliary reed A1 =h A2 =13mm, half of the working length of each auxiliary spring is L A1T =250mm, L A2T = 150mm. Start contact load P k =1900N, rated load P N =7500N, the allowable stress of the first main spring under rated load [σ 1 ]=400MPa. According to the number of main reeds and auxiliary reeds, the structural parameters of each leaf spring, the initial contact load, the rated load and the allowable stress of the first main spring under the rated load, each leaf of the first-level gradient stiffness leaf spring The pre-clamping stress o...
Embodiment 2
[0049] Embodiment two, the width b=63mm of leaf spring of a certain level of gradient stiffness, the half length L of the straight section of the root of saddle bolt clamping 0 = 55mm. The number of main reeds is n=2, the thickness of each main spring is h=9mm, and half of the active length of each main spring is L 1T =525mm, L 2T = 450mm. The number of auxiliary reeds m = 2 pieces, the thickness h of each auxiliary reed A1 = h A2 =13mm, half of the working length of each auxiliary spring is L A1T =250mm, L A2T = 150 mm. Start contact load P k =1800N, rated load P N =7000N, allowable stress of the first main spring under rated load [σ 1 ]=400MPa. According to the number of main reeds and auxiliary reeds, the structural parameters of each leaf spring, the initial contact load, the rated load and the allowable stress of the first main spring under the rated load, each leaf of the first-level gradient stiffness leaf spring The pre-clamping stress of the equal-thickness...
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