摘要
采用叠加法求出一边简支二角点支承的矩形板在集中弯矩作用下的弯曲解.计算表明这种解法收敛速度快,计算精度高.
In this paper,using the superposition principle,the bending solution of rectangular plate with two edge built-in and one corner point supported subjected to concentrated moment load is derived.The results indicate the method has the advantages of rapid convergence and high precision.
出处
《南昌大学学报（工科版）》
CAS
2003年第1期39-42,共4页
Journal of Nanchang University(Engineering & Technology)
基金
江西省自然科学基金和江西省经贸委科技基金资助项目
关键词
弹性薄板变曲
矩形板
集中弯矩
bending of elastic plate
rectangular
concentrated moment load
