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The Numerical Solution of Thick Cantilever Plates Bending

机译:厚悬臂板弯曲的数值解

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This paper gives the virtual reciprocal theorem and obtains the closed analytical solutions to cantilever thick rectangular plate under uniformly pressure, with the help of the exact static conditions at corner points, we got serials of numerical values. Numerical analysis and calculation show that the method is simple and effective for the problems of the bending of thick plate.
机译:本文提供了虚拟互惠定理,并在均匀压力下获得悬臂厚矩形板的封闭分析解决方案,借助于角点的精确静态条件,我们得到了数值的序列。数值分析和计算表明,该方法对厚板弯曲的问题简单而有效。

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