复合材料分层生长建模

E. D. Reedy, F. Mello
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引用次数: 2

摘要

本文介绍了一种对壳状复合材料结构中离散分层的发生和发展进行建模的方法。层压板被分为两个或多个子层压板,每个子层压板用四编码四边形壳元素建模。一个特殊的八编码六边形约束元素连接着相对的子层板壳元素。它提供所需的节点力和力矩,使两个对立的壳元素作为一个单一的壳元素,直到满足规定的失效标准。一旦达到失效标准,连接就会断开,产生或增加离散分层。这种方法已在三维有限元代码中实现。该代码采用显式时间积分,可以分析受大变形和复杂接触条件影响的壳状结构。壳元素可以使用现有的复合材料模型,其中包括面内层压失效模式。开发这种分析功能是为了进行复合材料结构的耐撞性研究,在需要估算峰值载荷、能量吸收或高变形复合材料结构的最终形状时非常有用。本文介绍了用于模拟分层开始和增长的八编码六边形约束元素,并讨论了相关的实施问题。本文特别关注分层增长准则,并验证了计算结果与元素尺寸无关。此外,还介绍了双悬臂梁和端部缺口挠曲试样的计算结果,并与测量数据进行了比较,以评估本方法模拟分层增长的能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling Delamination Growth in Composites
A method for modeling the initiation and growth of discrete delaminations in shell-like composite structures is presented. The laminate is divided into two or more sublaminates, with each sublaminate modeled with four-noded quadrilateral shell elements. A special, eight-noded hex constraint element connects opposing sublaminate shell elements. It supplies the nodal forces and moments needed to make the two opposing shell elements act as a single shell element until a prescribed failure criterion is satisfied. Once the failure criterion is attained, the connection is broken, creating or growing a discrete delamination. This approach has been implemented in a three-dimensional finite element code. This code uses explicit time integration, and can analyze shell-like structures subjected to large deformations and complex contact conditions. The shell elements can use existing composite material models that include in-plane laminate failure modes. This analysis capability was developed to perform crashworthiness studies of composite structures, and is useful whenever there is a need to estimate peak loads, energy absorption, or the final shape of a highly deformed composite structure. This paper describes the eight-noded hex constraint element used to model the initiation and growth of a delamination, and discusses associated implementation issues. Particular attention is focused on the delamination growth criterion, and it is verified that calculated results do not depend on element size. In addition, results for double cantilever beam and end notched flexure specimens are presented and compared to measured data to assess the ability of the present approach to model a growing delamination.
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