The Principle of Minimal Potential Energy of Mixed Variables to Solve the Bending of Cantilever Rectangular Plate under Uniform Load

Xin-min Liu, Jiaqing Jiang, Jing-bo Dong, D. Guo
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Abstract

,China The bending problem of cantilever rectangular plates has always been a problem for mechanics. Usually, the solution to this kind of problem is solved by numerical calculation methods due to the complexity of its boundary conditions, or it is estimated by the classic energy principle. In this paper, the principle of the minimum potential energy of mixed variables is used to solve the bending problem of a cantilever rectangular plate under uniformly distributed load by assuming the curved surface equation of a rectangular plate through the mixed expression of hyperbolic function and triangular series. The solution process is clear, and the numerical results of MATLAB are compared with the results of ANSYS finite element analysis, which verifies the accuracy of the numerical results. The results show that the principle of mixed variable minimum potential energy is correct to solve the rectangular thin plate bending problem and can be directly applied to practical engineering.
混合变量最小势能原理求解均布荷载作用下悬臂矩形板的弯曲
悬臂矩形板的弯曲问题一直是力学领域的难题。由于这类问题的边界条件比较复杂,通常采用数值计算方法来求解,或者采用经典的能量原理来估计。本文利用混合变量势能最小原理,通过双曲函数和三角级数的混合表达式,假设矩形板的曲面方程,求解了均布荷载作用下悬臂矩形板的弯曲问题。求解过程明确,并将MATLAB的数值结果与ANSYS有限元分析结果进行对比,验证了数值结果的准确性。结果表明,混合变量最小势能原理是解决矩形薄板弯曲问题的正确方法,可直接应用于工程实际。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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