Closed-Form Solutions for Eigenbuckling of Rectangular Mindlin Plate

被引:12
|
作者
Xing, Yufeng [1 ]
Xiang, Wei [1 ]
机构
[1] Beihang Univ BUAA, Inst Solid Mech, XueYuan Rd 37, Beijing 100191, Peoples R China
关键词
Mindlin plate; eigenbuckling; analytical; closed-form; BUCKLING LOAD RELATIONSHIP; HIGHER-ORDER THEORY; FREE-VIBRATION; LAMINATED PLATES; POLYGONAL SHAPE; ELASTIC PLATES; DEFORMATION; STABILITY; EDGES;
D O I
10.1142/S0219455415500790
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper studies the eigenbuckling of Mindlin plate with two adjacent edges clamped and the remaining edges simply supported or clamped by using the separation of variables method, and the concise and explicit closed-form solutions are obtained for the first time. The cases involving free edges can also be dealt with if there are two opposite edges simply supported. The closed-form solutions are in good agreement with the existing solutions, thus the validity of present method and accuracy of the obtained solutions are verified. This paper proves to be a major development of analytical method since it has long been acknowledged that the eigenbuckling of rectangular plates without two parallel edges simply supported are not amenable to analytical solutions.
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页数:18
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