摘要
本文采用叠加法求出一边固定及一角点支承的矩形板在均布荷载作用下的弯曲解答,计算表明这种解法收敛速度快,计算精度高。
In this paper, using of the superposition principle, the bending solution of rectangular plate with one edge built-in and one corner point supported subjected to uniform load is derived. The results indicate the method has the advantages of rapid convergence and high precision.
出处
《应用数学和力学》
EI
CSCD
北大核心
1996年第12期1091-1100,共10页
Applied Mathematics and Mechanics
关键词
弯曲
矩形板
均布荷载
荷载
板
bending of elastic plate, rectangular plate, uniform load
