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Static, free vibration and buckling analysis of anisotropic thick laminated composite plates on distributed and point elastic supports using a 3-D layer-wise FEM

机译:使用3-D分层有限元方法的分布和点弹性支撑上的各向异性厚层合板的静态,自由振动和屈曲分析

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摘要

A three-dimensional elasticity based layer-wise finite element method (FEM) is employed to study the static, free vibration and buckling responses of general laminated thick composite plates. Various mixed boundary conditions and free edge conditions are conveniently and accurately implemented. The methodology is employed in modeling the laminated composite plates resting on Winkler and Pasternak types of elastic foundations. Elastic line and point supports are also successfully incorporated for thick plates. Employing this methodology, the effects of shear deformation may easily be studied for moderately thick and thick plates. A computer code, named LW3D, has been developed. Several examples are presented to verify the accuracy of the algorithm and the coding.
机译:基于三维弹性的分层有限元方法(FEM)被用来研究一般层压厚复合板的静,自由振动和屈曲响应。方便,准确地实现各种混合边界条件和自由边缘条件。该方法用于对放置在Winkler和Pasternak类型的弹性地基上的层压复合板进行建模。弹性线和点支撑也成功地用于厚板。使用这种方法,对于中厚板和厚板,可以轻松研究剪切变形的影响。已经开发了名为LW3D的计算机代码。给出了几个例子来验证算法和编码的准确性。

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