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首页> 外文期刊>Thin-Walled Structures >Buckling and free vibration analyses of a sandwich beam made of a soft core with FG-GNPs reinforced composite face-sheets using Ritz Method
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Buckling and free vibration analyses of a sandwich beam made of a soft core with FG-GNPs reinforced composite face-sheets using Ritz Method

机译:用RITZ方法用FG-GNPS增强复合材料纸张由软芯制成的夹层和自由振动分析

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摘要

The present paper studies buckling and free vibration analyses of sandwich beam. The sandwich beam is composed of a soft core integrated with functionally graded graphene nanoplatelets reinforced composite face sheets. Kinematic relations are developed based on Extended Higher-Order Sandwich Beam Theory (EHSPT). The governing equations are derived using Ritz-Lagrange formulation. The effective mechanical properties of epoxy/ GPLs composites are obtained from the Halpin-Tsai micro-mechanical model and rule of mixture. The numerical results are obtained using the Ritz Method. The natural frequencies and buckling loads are obtained in terms of weight fraction and distribution of graphene nanoplatelets, length to thickness ratio, core to surface ratio, and different boundary conditions. Before presentation of complete numerical results, a comparative study is presented to check trueness and correctness of the results. It is concluded that maximum and minimum natural frequencies and critical buckling loads of sandwich nanobeam are obtained for FG-X and FG-O distributions, respectively.
机译:本文研究了夹层梁的屈曲和自由振动分析。夹层梁由与功能渐变的石墨烯纳米片增强复合面板集成的软芯组成。基于延长的高阶三明治光束理论(EHSPT)开发了运动关系。使用Ritz-拉格朗日配方导出控制方程。环氧/ GPLS复合材料的有效机械性能是从Halpin-Tsai微机械模型和混合物规则获得的。使用RITZ方法获得数值结果。基于重量分数和石墨烯纳米孔的分布,长度与厚度比,表面比和不同边界条件的分布获得的自然频率和屈曲载荷。在介绍完整的数值结果之前,提出了一个比较研究以检查结果的真实和正确性。得出结论,分别为FG-X和FG-O分布获得了最大和最小的固有频率和夹层纳米射游的临界屈曲载荷。

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