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Bending, Free Vibrations And Buckling Of Laminated Composite And Sandwich Plates Using A Layerwise Displacement Model

机译:使用分层位移模型的层合复合材料和夹心板的弯曲,自由振动和屈曲

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摘要

This paper deals with the local-global analysis of laminated composite and sandwich plates using a layerwise displacement model [Reddy JN. A plate bending element based on a generalized laminated plate theory. Int J Numer Methods Eng 1989;28:2275-92]. The proposed model assumes piece-wise linear variation of in-plane displacement components and constant transverse displacement through thickness of the plate. It also includes the quadratic variation of transverse shear stresses within each layer of the plate. Using the assumed displacement field, strain-displacement relations and 3D constitutive equations of lamina, equations of motion are derived using Hamilton's principle. A original MATLAB computer program was coded for analytical and finite element solutions of the theory. The parametric effects of plate aspect ratio, side-to-thickness ratio, lamination angle schemes and degree of orthotropy on in-plane stresses, transverse shearing stresses, displacements, fundamental frequencies and critical buckling loads are shown. The accuracy of the present model is verified with existing results in the literature, as well as with the results of the previous author [Vuksanovic Dj. Linear analysis of laminated composite plates using single layer higher-order discrete models. Compos Struct 2000;48:205-11].
机译:本文使用分层位移模型[Reddy JN。基于广义层压板理论的板弯曲元件。 Int J Numer Methods Eng 1989; 28:2275-92]。所提出的模型假设面内位移分量呈分段线性变化,并且在整个板厚范围内具有恒定的横向位移。它还包括板的每一层内横向剪切应力的二次变化。使用假设的位移场,应变-位移关系和层板的3D本构方程,使用汉密尔顿原理导出运动方程。原始的MATLAB计算机程序被编码为该理论的解析和有限元解。显示了板高宽比,边长与厚度比,层压角方案和正交性程度对平面应力,横向剪应力,位移,基频和临界屈曲载荷的参数影响。本模型的准确性已通过文献中的现有结果以及先前作者的结果进行了验证。使用单层高阶离散模型对层压复合板进行线性分析。 Compos Struct 2000; 48:205-11]。

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