Matched design method for pre-clamping stress of equal-structure few-leaf oblique-line type variable-cross-section leaf springs
A slanted, variable-section technology, applied in the design characteristics of springs/shock absorbers, leaf springs, computer-aided design, etc., can solve the problems of less-slanted oblique variable-section leaf springs that have not been given equal configuration, Achieve the effect of speeding up product development, reducing design development and testing costs, and improving design level
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Embodiment 1
[0021] Embodiment 1: Half of the active length L of a certain structure with few oblique line type variable-section leaf springs T =575mm, half the length L of the straight section of the root clamped by the saddle bolt 0 =50mm, the width b of the leaf spring=60mm, and the modulus of elasticity E=200GPa. The number of leaf springs n=3, the thickness h of the straight section at the root of each leaf spring 2 = 12 mm. Rated load P N =7000N, the allowable stress of the first leaf spring under rated load [σ 1 ]=400MPa. According to the number of leaf springs, the structural parameters of each leaf spring, the rated load and the allowable stress of the first leaf spring under the rated load, the effect of each leaf spring of the same structure with a few oblique line variable cross-section leaf springs Matching design for pre-clamping stress.
[0022] The matching design method of the pre-clamping stress of the equal-structure few-piece inclined-line type variable-section le...
Embodiment 2
[0035] Embodiment two: the width b=60mm of a certain construction formula few slices oblique line type variable-section leaf spring, the half action length L of each leaf spring T =575mm, modulus of elasticity E=200GPa, half length L of the straight section of the root clamped by saddle bolt 0 = 55mm. The number of leaf springs n=4, the thickness h of the straight section at the root of each leaf spring 2 =14mm. Rated load P N =13000N, the allowable stress of the first leaf spring under rated load [σ]=400MPa. According to the number of leaf springs, the structural parameters of each leaf spring, the rated load and the allowable stress of the first leaf spring under the rated load, each leaf spring of the structure with few oblique lines and variable cross-section leaf springs is pre-loaded. Clamping stress matching design.
[0036] Using the same matching design method and steps as in Embodiment 1, the matching design of the pre-clamping stress of each leaf spring of the ...
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