Vibration analysis of orthotropic rectangular plates on elastic foundations

Ming-Hung Hsu

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Vibration analysis of orthotropic rectangular plates on elastic foundations

机译：弹性地基上正交异性矩形板的振动分析

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摘要

The vibration responses of orthotropic plates on nonlinear elastic foundations are numerically modeled using the differential quadrature method. The differential quadrature technique is utilized to transform partial differential equations into a discrete eigenvalue problem. Numerical results and those from literature closely correspond to each other. Numerical results demonstrate that elastically restrained stiffness, plate aspect ratio and foundation stiffness significantly impact the dynamic behavior of orthotropic plates.

机译：使用微分正交方法对非线性弹性地基上正交异性板的振动响应进行数值建模。利用微分求积技术将偏微分方程转换为离散特征值问题。数值结果与文献中的结果彼此接近。数值结果表明，弹性约束刚度，板高宽比和基础刚度显着影响正交异性板的动力特性。

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来源
《Composite Structures》 |2010年第4期|844-852|共9页
作者
Ming-Hung Hsu;
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作者单位

Department of Electrical Engineering, National Penghu University, Magong, Penghu, Taiwan;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类
关键词
mechanical behavior; differential quadrature method; rectangular plate; vibration analysis; numerical method; orthotropic plate;

机译：机械性能微分求积法矩形板振动分析;数值方法正交各向异性板;

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3. A modified solution for the free vibration analysis of moderately thick orthotropic rectangular plates with general boundary conditions, internal line supports and resting on elastic foundation [J] . Wang Qingshan, Shi Dongyan, Shi Xianjie Meccanica: Journal of the Italian Association of Theoretical and Applied Mechanics . 2016,第8期

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Vibration analysis of orthotropic rectangular plates on elastic foundations

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