• CN:11-2187/TH
  • ISSN:0577-6686

›› 2008, Vol. 44 ›› Issue (10): 72-76.

• 论文 • 上一篇    下一篇

矩形薄板弯曲的严格简明解析解

李元媛;蔡睿贤   

  1. 西北大学化工学院;中国科学院工程热物理研究所
  • 发布日期:2008-10-15

Some Concise Exact Analytical Solutions of Rectangular Plate Bending

LI Yuanyuan;CAI Ruixian   

  1. College of Chemical Engineering, Northwest University Institute of Engineering Thermophysics, Chinese Academy of Sciences
  • Published:2008-10-15

摘要: 解析解在理论上与数值计算上都有很高价值。根据历史已有的经典解的启发,对导出矩形薄板弯曲的严格简明解析解(无特殊函数与无穷级数)的方法,提出推导的新思路:在求导简明严格解析解时,应该改变已有办法,不是以外载荷的分布为给定参数,而是先考虑满足边界条件的薄板法向位移分布,再按基本方程求出外载荷与其余参数的应有分布。对于简支边界条件,为得出简明严格解析解,法向位移的解析函数在两个坐标上分别应该至少各有两个根,而且两个根值所在处同时也是函数的拐点。对此准则,以偶数多项式、概率函数与箕舌线函数作为法向位移函数为例,给出其应有的简明严格解析解。 同样,对于固定边界条件,类似的准则是:法向位移的解析函数在两个坐标上分别应该至少各有两个根,而且两个根值所在处同时也是函数极值所在。以奇次多项式与星型线函数为例,给出其法向位移函数和应有的简明严格解析解。上述思路与方法能再发展,例如用于不同或复合的边界条件中去。

关键词: 薄板, 矩形, 弯, 严格解析解, 故障诊断, 轨道车辆, 可靠性保障

Abstract: Analytical solutions have great value in both theory and numerical computation. Enlightened by the classical method of deriving analytical solutions of rectangular plate bending, new idea and method are proposed for deriving concise exact analytical solutions (without special functions and infinite series) of simple supported bending and rigid fixing bending. In such cases, the given function for bending has to be changed from the external loading function to the normal displacement function of the plate which satisfies the boundary conditions. Then, the external loading distribution and other parameters can be derived from the basic equations. For the simple supported bending, the normal displacement functions should have at least two roots in each coordinate, and there are two roots situated at the inflexion point of the normal displacement function. The examples of such functions are given as even polynomial, probability function and versiera function. In addition, the concise exact analytical solutions for the rigid fixing bending are derived similarly to the abovementioned approach; the normal displacement functions should also have at least two roots in each coordinate, but there are two roots situated at the maximum point of the normal displacement function. Two examples of such functions (odd-order polynomial and asteroid) and their concise normal displacement function are also given. The idea and method proposed can be developed further. For example, for a hybrid boundary condition problem.

Key words: Bending, Exact solution, Plate, Rectangular, Fault diagnosis, Rail vehicle, Reliability assurance

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