谭文锋, 刘建军, 付宝连. 四角点支承厚矩形板弯曲的功的互等定理法求解[J]. 工程力学, 1996, 13(4): 49-58.
引用本文: 谭文锋, 刘建军, 付宝连. 四角点支承厚矩形板弯曲的功的互等定理法求解[J]. 工程力学, 1996, 13(4): 49-58.
Tan Wenfeng, Liu Jianjun, Fu Baollan. RECIPROCAL THEOREM METHOD FOR BENDING OF THICK RECTANGULAR PLATES SUPPORTED AT FOUR CORNER POINTS[J]. Engineering Mechanics, 1996, 13(4): 49-58.
Citation: Tan Wenfeng, Liu Jianjun, Fu Baollan. RECIPROCAL THEOREM METHOD FOR BENDING OF THICK RECTANGULAR PLATES SUPPORTED AT FOUR CORNER POINTS[J]. Engineering Mechanics, 1996, 13(4): 49-58.

四角点支承厚矩形板弯曲的功的互等定理法求解

RECIPROCAL THEOREM METHOD FOR BENDING OF THICK RECTANGULAR PLATES SUPPORTED AT FOUR CORNER POINTS

  • 摘要: 本文应用功的互等定理法求解了在均布载荷作用下四角点支承厚矩形板的弯曲问题。首次给出了该问题的精确解析解及其可供工程实际参考的数值图表。

     

    Abstract: This paper applies reciprocal theorem method to solve the benbing of thick rectangular plates supported at four comer points under uniformly distributed load. It is the first time to give the exact analytical solution of the problem and the deferential numerical figures and tables for engineering are Provided.

     

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