Stiffness characteristic simulating calculation method for high-strength two-level gradually changing stiffness plate spring
A technology of simulation calculation and stiffness characteristics, applied in the field of simulation calculation method of stiffness characteristics, it can solve the problem that the calculation of stiffness characteristics of high-strength two-stage gradient stiffness leaf springs is very complicated, and the stiffness characteristics of high-strength two-stage gradient stiffness leaf springs are not given, etc. question
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[0053] Embodiment: the width b=63mm of a certain high-strength two-stage gradient stiffness leaf spring, half L of the saddle bolt clamping distance 0 =50mm, elastic modulus E=200GPa. The total number of pieces of the main and auxiliary springs is N=5, where the number of main reeds is n=2, and the thickness of each piece of the main spring is h 1 =h 2 =8mm, half of the active length of each leaf of the main spring is L 1T =525mm,L 2T =450mm; half of the clamping length is L 1 =L 1T -L 0 / 2=500mm, L 2 =L 2T -L 0 / 2=425mm; the design value H of the initial tangent arc height of the main spring gM0 = 112.2 mm. The number of sheets of the first secondary spring m 1 = 1, thickness h A11 =h 3 =11mm, half of the active length is L A11T =360mm, half of the clamping length L A11 =L A11T -L 0 / 2=335mm; the design value H of the initial tangent arc height of the first secondary spring gA10 = 22.8 mm. The number of pieces of secondary secondary spring m 2 = 2 pieces, ...
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