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均布载荷作用下三边简支一边固定厚矩形板的弯曲
引用本文:鲍东杰,郭长辉,王志军.均布载荷作用下三边简支一边固定厚矩形板的弯曲[J].华北航天工业学院学报,2003,13(4):20-22,33.
作者姓名:鲍东杰  郭长辉  王志军
作者单位:邢台职业技术学院建工系,邢台职业技术学院建工系,邢台职业技术学院建工系 河北邢台054035,河北邢台054035,河北邢台054035
摘    要:在本文中,功的互等定理法(RTM)被推广应用于求解基于Reissner理论的厚矩形板的弯曲问题,给出了三边简支一边固定厚矩形板在均布载荷作用下弯曲的精确解析解,并分析了解的数值结果。

关 键 词:厚矩形板  Reissner理论    互等定理法

Bending of Thick Rectangular Plates with Three Simply Supported and One Fixed Edges under Uniformly Distributed Load
BAO Dong-jieGUO Chang-huiWANG Zhi-jun.Bending of Thick Rectangular Plates with Three Simply Supported and One Fixed Edges under Uniformly Distributed Load[J].Journal of North China Institute of Astronautic Engineering,2003,13(4):20-22,33.
Authors:BAO Dong-jieGUO Chang-huiWANG Zhi-jun
Abstract:In this paper,reciprocal theorem method(RTM) is generalized to solve the problem of bending of thick rectangular plates under uniformly distributed load based on Reissner's theory.The exact solution and the analysis of the thick plate with three simply supported and one-fixed edges are given.
Keywords:thick rectangular plate  reissner's theory  reciprocal theorem method
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