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薄板衬底在纵横比对接触应力分布的非线性建模

Nonlinear Modeling of Contact Stress Distribution in Thin Plate Substrates Subjected to Aspect Ratio.

机构信息

Institute of Engineering Mechanics, Nanchang University, Nanchang 330031, China.

出版信息

Sensors (Basel). 2023 Apr 17;23(8):4050. doi: 10.3390/s23084050.

Abstract

The foundation substrate's basal contact stresses are typically thought to have a linear distribution, although the actual form is nonlinear. Basal contact stress in thin plates is experimentally measured using a thin film pressure distribution system. This study examines the nonlinear distribution law of basal contact stresses in thin plates with various aspect ratios under concentrated loading, and it establishes a model for the distribution of contact stresses in thin plates using an exponential function that accounts for aspect ratio coefficients. The outcomes demonstrate that the thin plate's aspect ratio significantly affects how the substrate contact stress is distributed during concentrated loading. The contact stresses in the thin plate's base exhibit significant nonlinearity when the aspect ratio of the test thin plate is greater than 6~8. The aspect ratio coefficient-added exponential function model can better optimize the strength and stiffness calculations of the base substrate and more accurately describe the actual distribution of contact stresses in the base of the thin plate compared to linear and parabolic functions. The correctness of the exponential function model is confirmed by the film pressure distribution measurement system that directly measures the contact stress at the base of the thin plate, providing a more accurate nonlinear load input for the calculation of the internal force of the base thin plate.

摘要

基础衬底的基底接触应力通常被认为呈线性分布,尽管实际形式是非线性的。使用薄膜压力分布系统实验测量了薄板中的基底接触应力。本研究考察了在集中载荷下具有不同纵横比的薄板中基底接触应力的非线性分布规律,并建立了一个考虑纵横比系数的接触应力分布的指数函数模型。研究结果表明,薄板的纵横比对集中载荷下基底接触应力的分布有显著影响。当测试薄板的纵横比大于 6~8 时,薄板基底的接触应力表现出显著的非线性。与线性和抛物线函数相比,添加纵横比系数的指数函数模型可以更好地优化基底的强度和刚度计算,并更准确地描述薄板基底接触应力的实际分布。指数函数模型的正确性通过直接测量薄板基底接触应力的薄膜压力分布测量系统得到了验证,为基底薄板内力计算提供了更准确的非线性载荷输入。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0815/10146796/6fa8b46234b9/sensors-23-04050-g001.jpg

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