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  

Bending Solution of a Rectangular Plate with One Simply Supported Edge and Two Corner Points Supported Subjected to Concentrated Moment

作　　者：李茂林[1] 黄明挥[1] 

机构地区：[1]南昌大学土木工程学院,江西南昌330029

出　　处：《南昌大学学报（工科版）》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

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.

关 键 词：弹性薄板变曲 矩形板 集中弯矩 

分 类 号：TU375[建筑科学—结构工程]