首页> 外文期刊>Composite Structures >3D B-spline finite element nonlinear elasticity buckling analysis of rectangular FGM plates under non-uniform edge loads, using a micromechanical model
【24h】

3D B-spline finite element nonlinear elasticity buckling analysis of rectangular FGM plates under non-uniform edge loads, using a micromechanical model

机译:矩形FGM板在非均匀边缘载荷下的3D B样条有限元非线性弹性屈曲分析

获取原文
获取原文并翻译 | 示例

摘要

Three-dimensional buckling analysis of the functionally graded plates has not been investigated under non-uniform in-plane compressive loads so far. The only available work in this field has been performed based on the first-order shear deformation theory, employing the simple rule of mixtures. In the present paper, a non-linear three-dimensional energy-based elasticity analysis is developed for buckling investigation of functionally graded plates subjected to non-uniform in-plane compressions. The comparative studies performed in the present paper reveal that the rule of mixtures is generally inappropriate for determination of the effective material properties. For this reason, a micromechanics-based model is used instead. In contrast to the common displacement-based numerical or semi-analytical elasticity analyses (with C~0-continuity), present formulations are C~2-continuous due to using the proposed 3D cubic B-spline element. Buckling analysis is accomplished through a two-step procedure wherein the prebuckling stresses are determined first. A non-linear weighted-residuals-based finite element solution is used. The buckling load associated with each of the adopted 8 types of the load distribution patterns is detected based on a generalized geometric stiffness concept. Various and comprehensive parametric studies are accomplished and various boundary conditions are considered to extract more precise conclusions.
机译:到目前为止,尚未研究在不均匀的面内压缩载荷下对功能梯度板的三维屈曲分析。该领域唯一可用的工作是基于一阶剪切变形理论,采用了简单的混合规则。在本文中,开发了一种基于非线性三维能量的弹性分析方法,用于对功能梯度板进行非均匀平面压缩的屈曲研究。本文进行的比较研究表明,混合物的规则通常不适用于确定有效材料的性能。由于这个原因,而是使用基于微力学的模型。与基于位移的常规数值或半分析弹性分析(具有C〜0连续性)相比,由于使用了建议的3D立方B样条元素,当前公式为C〜2连续的。屈曲分析通过两步过程完成,其中先确定预屈曲应力。使用了基于非线性加权残差的有限元解决方案。基于广义的几何刚度概念,检测与采用的8种类型的载荷分布模式中的每一种相关的屈曲载荷。完成了各种综合的参数研究,并考虑了各种边界条件以得出更精确的结论。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号