Matching design method for pre-clamping stress of end non-iso-structured small-blade variable-section plate springs
A non-isostructural and variable-section technology, applied in the design characteristics of springs/shock absorbers, leaf springs, computer-aided design, etc., can solve problems such as the inability to meet the requirements of less suspensions and variable-section leaf springs, and speed up product development. , reduce design and test costs, improve the effect of design level
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Embodiment 1
[0028] Embodiment 1: the width b=60mm of a non-equal structure few-piece parabolic variable-section leaf spring at a certain end, and half the span L T =570mm, half the length L of the straight section of the root clamped by the saddle bolt 0 =50mm, elastic modulus E=200GPa. The number of leaf springs is n=3, and the thickness of the straight section at the root of each leaf spring is h 2 = 18mm, the thickness h of the straight section at the end of each leaf spring 11 = 9mm, h 12 = h 13 = 8mm, the thickness ratio of the parabola segment β 1 = h 11 / h 2 = 0.5, β 2 = β 3 = h 12 / h 2 = h 13 / h 2 = 0.444. Rated load P N= 16000N, 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 elastic modulus, the rated load and the allowable stress of the first leaf spring under the rated load, the non-equal structure of the end of the parabolic variable-sectio...
Embodiment 2
[0053] Embodiment two: the width b=60mm of a non-equal structure few-piece parabolic variable-section leaf spring at a certain end, and half the span L T =570mm, the half length L of the straight section at the root of the saddle bolt clamping distance 0 =50mm, elastic modulus E=200GPa. The number of leaf springs n=4, the thickness h of the straight section at the root of each leaf spring 2 = 16mm; the thickness h of the straight section at the end of each leaf spring 11 = 8mm, h 12 =h 13 =h 14 =7mm, the thickness ratio of the parabola segment β 1 =h 11 / h 2 = 0.5, β 2 = β 3 = β 4 =h 12 / h 2 = 0.4375. Rated load P N =16800N, 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 elastic modulus, the rated load and the allowable stress of the first leaf spring under the rated load, the non-equal structure of the end of the parabolic variable-section...
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