Nonlinear vibration analysis of laminated plates resting on nonlinear two-parameters elastic foundations

被引：0
|
作者：
Akgoz, Bekir [1 ]
Civalek, Omer [1 ]
机构：
[1] Akdeniz Univ, Fac Engn, Dept Civil Engn, Div Mech, Antalya, Turkey
来源：
STEEL AND COMPOSITE STRUCTURES | 2011年 / 11卷 / 05期
关键词：
Nonlinear dynamics; free vibration; discrete singular convolution; laminated plates; nonlinear foundation; DISCRETE SINGULAR CONVOLUTION; THIN RECTANGULAR-PLATES; ELEMENT TRANSIENT ANALYSIS; MESH-FREE METHOD; COMPOSITE PLATES; DYNAMIC-ANALYSIS; DSC ANALYSIS; INTERNAL SUPPORTS; LATERAL PRESSURE; REFINED THEORY;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In the present manuscript, geometrically nonlinear free vibration analysis of thin laminated plates resting on non-linear elastic foundations is investigated. Winkler-Pasternak type foundation model is used. Governing equations of motions are obtained using the von Kannan type nonlinear theory. The method of discrete singular convolution is used to obtain the discretised equations of motion of plates. The effects of plate geometry, boundary conditions, material properties and foundation parameters on nonlinear vibration behavior of plates are presented.
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页码：403 / 421
页数：19
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