摘要
建立了弹性地基上的正交异性矩形薄板弯曲问题挠度函数微分方程的一般解。可以求解任意载荷作用下任意边界的弯曲问题。以四边自由中点受集中力的正方形板为例进行了计算。
A general solution of differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established in this paper. It can be used to solve the bending problem acted with arbitrary load and arbitrary boundaries. For example, a square plate with four edges free and a concentrated force acted at the center have been calculated.
出处
《常州工学院学报》
2000年第4期17-21,共5页
Journal of Changzhou Institute of Technology
关键词
弹性地基
正交异性板
弯曲
薄板
elastic foundation
orthotropic plute
bending
