摘要
本文利用双变量函数的Ｓｔｏｃｋｅｓ变换，用ＣＣ型级数求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矩形板中点作用一集中力为例给出数字计算结果。
The analytical solution for the bending problem of the rectangular plates on an elastic foundation is investigated by using the Stockes’transformation of a double variables function. The numerical results for the rectangular plates with free edges on the elastic foundations under a concentrated force are given in the example.
出处
《应用数学和力学》
CSCD
北大核心
1995年第6期553-561,共9页
Applied Mathematics and Mechanics
关键词
弹性地基
矩形板
解析解
弯曲
板
elastic foundation,rectangular plate, Stockes transformation,analytical solution
