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Delamination initiation in postbuckled dropped-ply laminates.

机译:后屈曲的滴下层板层压板开始分层。

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摘要

The compression strength of dropped-ply, graphite-epoxy laminated plates for the delamination mode of failure is studied by analysis and corroborated with experiments. The nonlinear response of the test specimens is modeled by a geometrically nonlinear finite element analysis. The methodology for predicting delamination is based on a quadratic interlaminar stress criterion evaluated at a characteristic distance from the ply drop-off.;The details of the complex state of stress in the region of the thickness discontinuity are studied using three-dimensional solid elements, while the uniform sections of the plate are modeled with quadrilateral shell elements. A geometrically nonlinear transition element was developed to couple the shell elements to the solid elements. The analysis was performed using the COmputational MEchanics Testbed (COMET), an advanced structural analysis software environment developed at the NASA Langley Research Center to provide a framework for research in structural analysis methods.;Uniaxial compression testing of dropped-ply, graphite-epoxy laminated plates has confirmed that delamination along the interfaces above and/or below the dropped plies is a common mode of failure initiation. The compression strength of specimens exhibiting a linear response is greater than the compression strength of specimens with the same layup exhibiting geometrically nonlinear response. Experimental and analytical results also show a decrease in laminate strength with increasing number of dropped plies. For linear response there is a large decrease in compression strength with increasing number of dropped plies. For nonlinear response there is less of a reduction in compression strength with increasing number of dropped plies because the nonlinear response causes a redistribution and concentration of interlaminar stresses toward the unloaded edges of the laminate.
机译:通过分析研究了滴落的石墨-环氧层压板对破坏分层的抗压强度,并通过实验证实了这一点。通过几何非线性有限元分析对试样的非线性响应进行建模。预测分层的方法是基于二次层间应力准则,该准则是在距层板下垂特征距离处进行评估的;使用三维立体单元研究了厚度不连续区域应力的复杂状态,而板的均匀截面则用四边形壳单元建模。开发了几何非线性过渡元素以将壳单元耦合到实体单元。使用美国国家航空航天局Langley研究中心开发的高级结构分析软件环境COmputational Mechanics Testbed(COMET)进行了分析,从而为结构分析方法的研究提供了框架。板已经确认,沿着下落的帘布层上方和/或下方的界面分层是故障引发的常见模式。表现出线性响应的样品的抗压强度大于具有相同叠层表现出几何非线性响应的样品的抗压强度。实验和分析结果还显示,层压板强度会随着下落的帘布层数量的增加而降低。对于线性响应,压缩强度会随着下落的帘布层数量的增加而大大降低。对于非线性响应,随着下落的帘布层数量的增加,压缩强度的降低较少,这是因为非线性响应导致层间应力向层压材料的未加载边缘的重新分布和集中。

著录项

  • 作者

    Davila, Carlos Guido.;

  • 作者单位

    Virginia Polytechnic Institute and State University.;

  • 授予单位 Virginia Polytechnic Institute and State University.;
  • 学科 Aerospace engineering.;Mechanics.
  • 学位 Ph.D.
  • 年度 1991
  • 页码 203 p.
  • 总页数 203
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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