Efficient Modelling of Delamination Initiation and Propagation in Large Structures

Pierre M. Daniel, Johannes Fr¨amby, Pere Maim´ı, Martin Fagerstr¨om
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Abstract

It is well known that the mechanical response of laminated composite materials is greatly affected by out-of-plane failures. The traditional numerical modelling of these interface cracks, where each ply is discretized separately, leads to an unbearable computational cost for large structures. The present work outlines a method for the efficient modelling of delamination initiation and propagation under dynamic loading conditions. The crack initiation is detected, in an unrefined state, by the mean of a Stress Recovery method for arbitrarily curved laminates [1]. Where necessary, the model is refined through an adaptive strategy to kinematically describe the interface discontinuity [2, 3]. The delamination propagation is determined by the Virtual Crack Closure Technique to which an energy dissipation mechanism has been added. The resulting model is efficient as it allows the use of large elements and therefore also a large stable time step in explicit analysis. It also demonstrates similar accuracy compared to the traditional cohesive approach.
大型结构中分层发生和扩展的高效建模
众所周知,面外破坏对层合复合材料的力学响应有很大影响。这些界面裂缝的传统数值模拟,其中每层是单独离散的,导致大型结构的计算成本难以承受。本文概述了一种动态加载条件下分层起始和扩展的有效建模方法。采用应力恢复法对任意弯曲的层合板进行未细化状态下的裂纹萌生检测[1]。必要时,通过自适应策略对模型进行细化,以运动学方式描述界面不连续[2,3]。分层扩展由虚拟裂纹闭合技术决定,该技术增加了能量耗散机制。所得到的模型是有效的,因为它允许使用大元素,因此在显式分析中也有一个大的稳定时间步长。与传统的内聚方法相比,它也显示出类似的准确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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