矩形弹性中厚板的短梁函数解法

The Solution of Short Beam Functions for Rectangular Elastic Middle-thich Plates

  • 摘要: 本文给出承受均布载荷和集中载荷作用的短梁的梁函数。应用梁函数构造矩形中厚板的基函数系。应用最小势能原理可以求得承受任意载荷作用的矩形弹性中厚板弯曲问题的多项式近似解。计算结果表明精度较高。当板的剪切刚度C→∞时,本文结果与5结果相一致。

     

    Abstract: In this paper the beam functions of short beam with the uniform load or a concentrated load is given.The system of basis function for rectangular elastic middle-thich plates is built by the short beam functions.Using the theorem of minimum potential energy we can obtain the approximate solution of polynomial form for bending problems of rectargula elastic middle-thich plates under arbitrary load.The calculations show that the method in this paper has higher prec ision.When the shear rigidity C→∞, the result in this paper is coincided with the result of 5.

     

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