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Analytical solutions using a higher-order refined theory for the static analysis of antisymmetric angle-ply composite and sandwich plates

机译:使用高阶精炼理论对反对称角层复合材料和夹层板进行静力分析的解析解

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摘要

Analytical formulations and solutions to the static analysis of simply supported anti-symmetric angle-ply composite and sandwich plates hitherto not reported in the literature based on a higher-order refined theory already reported in the literature are presented. The theoretical model presented herein incorporates laminate deformations, which account for the effect of transverse shear deformation and a non-linear variation of in-plane displacements with respect to the thickness coordinate. The transverse displacement is assumed to be constant throughout the thickness. The equations of equilibrium are obtained using principle of minimum potential energy. Solutions are obtained in closed form using Navier's technique by solving the boundary value problem. Accuracy of the theoretical formulations and the solution method is first ascertained by comparing the results with that already reported in the literature. After establishing the accuracy of the solutions, numerical results with real properties are presented for the multilayer antisymmetric angle-ply composite and sandwich plates, which will serve as a benchmark for future investigations.
机译:基于文献中已经报道的高级改进理论,介绍了迄今为止文献中尚未报道的简单支撑的反对称角层复合材料和夹心板的静态分析的解析公式和解决方案。本文介绍的理论模型包含了层压板变形,这解释了横向剪切变形和平面内位移相对于厚度坐标的非线性变化的影响。假定横向位移在整个厚度上都是恒定的。使用最小势能原理获得平衡方程。解决方法是使用Navier技术通过求解边界值问题以封闭形式获得的。首先通过将结果与文献中已报道的结果进行比较,确定理论公式和求解方法的准确性。在确定了解决方案的准确性之后,我们给出了多层反对称角层复合材料和夹心板的具有真实属性的数值结果,它们将作为将来研究的基准。

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