摘要
本文建立了弹性地基上的矩形板弯曲微分方程的一般解。然后根据各种边界条件确定积分常数,这一解法可以求解任意载荷作用下任意边界矩形板的弯曲问题。以四边自由中点受一集中力的正方形板为例进行了分析求解。
This paper gives a general solution of differential equation for solving bending problem of rectangular plates on elastic foundations. It can be used to solve the bending problem of rectangular plates with arbitrary edges under arbitrary load. For example, a square plate with four edges free and loaded a concentrated load at the center is discussed.
出处
《国防科技大学学报》
EI
CAS
CSCD
北大核心
1992年第2期47-52,共6页
Journal of National University of Defense Technology
关键词
弹性
地基
弯曲
矩形
板
elastic foundation, bending
