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Integrated micromechanical-structural framework for the nonlinear viscoelastic behavior of laminated and pultruded composite materials and structures.

机译:集成的微机械-结构框架,用于层压和拉挤复合材料和结构的非线性粘弹性行为。

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摘要

This study introduces a new three-dimensional (3D) multi-scale constitutive framework for the nonlinear viscoelastic analysis of laminated and pultruded composites. Two previously developed nonlinear micromechanical models for unidirectional and in-plane random composite layers are modified to include time-dependent and nonlinear behavior. A new recursive-iterative numerical integration method is introduced for the Schapery nonlinear viscoelastic model and is used to model the isotropic matrix subcells in the two micromodels. In addition, a sublaminate model is used to provide for a through-thickness 3D nonlinear equivalent continuum of a layered medium. The fiber medium is considered as transversely isotropic and linear elastic. Incremental micromechanical formulations of the above three micromodels are geared towards the time integration scheme in the matrix phase. New iterative numerical algorithms with predictor-corrector type steps are derived and implemented for each micromodel to satisfy both the constitutive and homogenization equations. Experimental creep tests are performed for off-axis pultruded specimens in order to calibrate and examine the predictions of the constitutive framework for the multi-axial nonlinear viscoelastic response. Experimental creep data, available in the literature, is also used to validate the micromodel formulation for laminated composite materials. Nonlinear viscoelastic effects at the matrix level, such as aging, temperature, and moisture effects can be easily incorporated in the constitutive framework. The multi-scale constitutive framework is implemented in a displacement-based finite element (FE) code for the analysis of laminated and pultruded structures. Several examples are presented to demonstrate the coupled multi-scale material and structural analysis.
机译:这项研究介绍了一种新的三维(3D)多尺度本构框架,用于层合和拉挤复合材料的非线性粘弹性分析。修改了两个以前开发的用于单向和平面内随机复合层的非线性微机械模型,以包括时间相关和非线性行为。针对Schapery非线性粘弹性模型引入了一种新的递归-迭代数值积分方法,该方法用于对两个微模型中的各向同性矩阵子单元进行建模。另外,使用亚层模型来提供分层介质的全厚度3D非线性等效连续体。纤维介质被认为是横向各向同性和线性弹性。以上三个微模型的增量微机械公式适用于矩阵阶段的时间积分方案。推导了具有预测器-校正器类型步长的新迭代数值算法,并为每个微模型实现了这些迭代数值算法,以同时满足本构方程和均化方程。对离轴拉挤样品进行了实验蠕变测试,以便校准和检查本构架对多轴非线性粘弹性响应的预测。文献中提供的实验蠕变数据也用于验证层压复合材料的微模型配方。可以容易地将本构框架中纳入基质水平的非线性粘弹性效应,例如老化,温度和水分效应。多尺度本构框架以基于位移的有限元(FE)代码实现,用于分析层压和拉挤结构。给出了几个例子来说明多尺度材料和结构的耦合分析。

著录项

  • 作者

    Muliana, Anastasia Hanifah.;

  • 作者单位

    Georgia Institute of Technology.;

  • 授予单位 Georgia Institute of Technology.;
  • 学科 Applied Mechanics.; Engineering Civil.; Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 268 p.
  • 总页数 268
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 应用力学;建筑科学;机械、仪表工业;
  • 关键词

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