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均布载荷作用下四边简支厚矩形板的弯曲
引用本文:谭文锋,付宝连.均布载荷作用下四边简支厚矩形板的弯曲[J].燕山大学学报,1996(4).
作者姓名:谭文锋  付宝连
摘    要:应用功的互等定理法求解了在均布载荷作用下四边简支厚矩形板的弯曲问题.与积分法比较结果完全一致.说明本法是简便正确的.同时还指出了某些文献中存在的问题.

关 键 词:功的互等定理法,厚矩形板的弯曲,基本解

On Bending of Thick Rectangular Plates with Simple Supported all Four Edges under Uniformly Load
Tan Wenfeng, Fu Baolian.On Bending of Thick Rectangular Plates with Simple Supported all Four Edges under Uniformly Load[J].Journal of Yanshan University,1996(4).
Authors:Tan Wenfeng  Fu Baolian
Institution:Department of Civil Engineering and Mechanics
Abstract:The reciprocal theorem method was used to solve the bending problemof thick rectangular plate with simple supported all four edges under uniformly losd. Compared with integral method. the solution derived from this some, it is proved that the method is correct are simple. Meanwhile. some problems in references is also pointed out.
Keywords:reciprocal theorem method  bending of thick rectangular plate  basic solution
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