混合能量原理求解矩形板在静水压力作用下的弯曲

DETERMINATION OF THE BENDING OF RECTANGULAR PLATE UNDER HYDROSTATIC PRESSURE BASED ON HYBRID ENERGY PRINCIPLE

  • 摘要: 本文从能量原理出发,以混合变量的最小势能原理为理论指导,对其进行进一步的研究。求解出了静水压力作用下三边简支一边固定、两邻边固定两邻边简支、三边固定一边简支三种不同边界条件下矩形板弹性阶段的挠曲面方程,并通过应用数值分析软件对方程组求解,将所求得的数值解与有限元的模拟值进行数值分析。对于矩形板在静水压力作用下的弯曲问题已经有很多相关研究,但本文方法是一个新的方法。结果表明:本文研究方法对于工程实际中各种相关问题拥有良好的实用性,计算方法为工程实际问题提供了一个新的途径。

     

    Abstract: In this paper, based on the principle of the minimum potential energy for mixed variables, the equations of the flexural surface of the rectangular plate in the elastic stage under the hydrostatic pressure are derived under three different boundary conditions: three sides simply supported and one side fixed, two adjacent sides simply supported and three sides simply supported,and by using the numerical analysis software, the obtained numerical solution and the finite element simulation values are obtained. The results show that the method adopted in this paper has good practicability for various related problems in engineering practice, and the calculation method provides a new way for solving engineering practical problems.

     

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