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首页> 外文期刊>Composites >A modified couple stress theory for buckling analysis of S-FGM nanoplates embedded in Pasternak elastic medium
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A modified couple stress theory for buckling analysis of S-FGM nanoplates embedded in Pasternak elastic medium

机译:修正的耦合应力理论用于Pasternak弹性介质中嵌入的S-FGM纳米板屈曲分析

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摘要

Based on a modified couple stress theory, a model for sigmoid functionally graded material (S-FGM) nanoplates on elastic medium is developed. The two main advantages of the modified couple stress theory over the classical couple stress theory are the inclusion of asymmetric couple stress tensor and the involvement of only one material length scale parameter. Analytical solution for buckling analysis of S-FGM nanoplates on elastic medium is presented. The present models contain one material length scale parameter and can capture the size effect, and two-constituent material variation through the plate thickness. The governing equations are derived from minimum total potential energy principle based on a modified couple stress theory, and the power law variation of the material through the thickness of the plate. Material properties of functionally graded plate are assumed to vary according to two power law distribution of the volume fraction of the constituents. It is assumed that the elastic medium is modeled as Pasternak elastic medium. Buckling response of rectangular S-FGM nanoplates is derived, and the obtained results are compared well with reference solutions. The effects of power law index, small scale coefficient, aspect ratio, side-to-thickness ratio, loading types, and elastic medium parameter on the buckling load of S-FGM nanoplates have been discussed.
机译:基于改进的耦合应力理论,建立了弹性介质上乙状功能梯度材料(S-FGM)纳米板的模型。与经典偶应力理论相比,改进的偶应力理论的两个主要优点是包含了不对称的偶应力张量和仅涉及一个材料长度尺度参数。提出了弹性介质上S-FGM纳米板屈曲分析的解析解。本模型包含一个材料长度比例参数,并且可以捕获尺寸效应,以及整个板厚度的两成分材料变化。控制方程是从最小总势能原理出发的,该原理基于修改的耦合应力理论,以及材料的功率定律随板的厚度而变化。假定功能梯度板的材料性能根据组分体积分数的两个幂定律分布而变化。假设将弹性介质建模为Pasternak弹性介质。推导了矩形S-FGM纳米板的屈曲响应,并将所得结果与参考溶液进行了比较。讨论了幂律指数,小比例系数,长宽比,边长比,载荷类型和弹性介质参数对S-FGM纳米板屈曲载荷的影响。

著录项

  • 来源
    《Composites 》 |2014年第4期| 746-756| 共11页
  • 作者单位

    Department of Civil Engineering, Gangneung-Wonju National University, 7 Jukheon, Gangneung 210-702, Republic of Korea;

    Department of Civil & Railroad Engineering, Daewon University College, 599 Shinwol, Jecheon 390-702, Republic of Korea;

    Division of Construction and Environmental Engineering, Kongju National University, 275 Budai, Cheonan 330-717, Republic of Korea;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    A. Plates; B.Buckling; C.Analytical modeling; Modified couple stress theory;

    机译:A.盘子;屈曲C.分析模型;修正偶应力理论;

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