弹性地基上矩形板弯曲的SS级数解

SS Series Solution for Bending of Rectangular Plates on Elastic Foundations

本文利用双变量函数Ｓｔｏｃｋｅｓ变换研究弹性地基上矩形板弯曲问题的解析解．以弹性地基上四边自由拒形板中点受集中力为例给出数字计算结果．

he analgtical solution for the bending problem of rectangular plates on an elasticfoundation is investigated by use of the Stockes' transformation of a double variable function. The numerical results for the rectangular plates with free cdges on the elastic foundations with a concentrated force are given in the example.