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均布载荷作用下厚矩形板的弯曲
引用本文:鲍东杰,田运阁,张海梅. 均布载荷作用下厚矩形板的弯曲[J]. 商丘职业技术学院学报, 2005, 4(2): 67-69
作者姓名:鲍东杰  田运阁  张海梅
作者单位:邢台职业技术学院,建工系,河北,邢台,054035
基金项目:邢台职业技术学院2004年度科研基金资助项目(A200405)
摘    要:推广应用功的互等定理法(RTM)于求解基于Reissner理论的厚矩形板的弯曲问题,给出了二对边简支另两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 功的互等法
文章编号:1671-8127(2005)02-0067-03
修稿时间:2004-12-17

The Bending of Thick Rectangular Plates under Uniformly Distributed Load
BAO Dong-jie,TIAN Yun-ge,ZHANG Hai-mei. The Bending of Thick Rectangular Plates under Uniformly Distributed Load[J]. Journal of Shangqiu Vocational and Technical College Journal of Shangqiu Vocational and Technical College Journal of Shangqiu Vocational and Technical College, 2005, 4(2): 67-69
Authors:BAO Dong-jie  TIAN Yun-ge  ZHANG Hai-mei
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 two opposite simply supported and one-fixed edges are given.
Keywords:thick rectangular plate  Reissner's theory  reciprocal theorem method
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