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四边搁支矩形板在均布载荷作用下的弯曲
引用本文:孟繁弘,杨晓华,王福全,夏克非.四边搁支矩形板在均布载荷作用下的弯曲[J].齐齐哈尔大学学报(自然科学版),1994(2).
作者姓名:孟繁弘  杨晓华  王福全  夏克非
作者单位:齐齐哈尔轻工学院,齐齐哈尔第二机床厂,齐齐哈尔科技开发交流中心,大连纺织厂
摘    要:本文用待定边界的广义变分原理和修正的Castigliano定理推演出四边搁在刚性支撑上的矩形薄板的挠曲面方程,并进行了数值计算。

关 键 词:板,变分原理,卡氏定理

Bending of Reetangular Plate with its Edges Resting onRigid Supports under Uniformly Distributed Loads
Meng Fanhong.Bending of Reetangular Plate with its Edges Resting onRigid Supports under Uniformly Distributed Loads[J].Journal of Qiqihar University(Natural Science Edition),1994(2).
Authors:Meng Fanhong
Institution:Meng Fanhong(Qiqihar Light Industry Institute)Yang xiaohua(Industry Institute of Qiqihar Second Machine Tool Factory)Wang Faquan(Qiqihar City's Develop and Exchange Exchange Centre of Science andTechnology)Xia Feike(Da Lian Sprinning and Weaving of Factor
Abstract:In this paper, the equation for deflection surface of the thinrectangular plate with its edges res ting rigid supports is denyed byusing the generaliged vomational principle of the undermined boundary and the modified castigliano's theorem. The numtriealresults are calculated and comparel with, these of Ref1]
Keywords:plate Variational Principle Castigliano's theorem
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