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Finite element modeling of mode I fatigue delamination growth in composites under large-scale fiber bridging

机译:大型纤维桥接下复合材料疲劳分层生长的有限元建模

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In this study, the Turon et al. and Kawashita-Hallett fatigue damage models are extended with a trilinear cohesive law to simulate mode I fatigue delamination in the composites undergoing large-scale fiber bridging. The trilinear cohesive zone model (CZM) is constructed by superposition of two bilinear CZMs. In order to implement the developed models, a user defined element (UEL) subroutine is prepared in the Abaqus software and finite element analyses are conducted based on the envelope loading technique to simulate the 3D double cantilever beam (DCB) specimens under high-cycle fatigue loading. The finite element models are assessed through the experimental data from the literature and also five available fatigue damage models based on the bilinear CZM. It is concluded that the trilinear CZMs has more accuracy than the bilinear ones in prediction of fatigue delamination with fiber bridging effects. A parametric study is performed on the two extended models and sensitivity of models to the fitting parameters and quasi-static CZM parameters are comprehensively investigated.
机译:在这项研究中,Turon等人。 Kawashita-Hallett疲劳损坏模型与三线凝聚律进行延伸,以模拟大规模纤维桥接的复合材料中的模拟I疲劳分层。通过两个双线性CZMS叠加构建三线性粘性区域模型(CZM)。为了实现开发的模型,在ABAQUS软件中准备了一种用户定义的元素(UEL)子程序,并且基于包络加载技术进行有限元分析,以在高循环疲劳下模拟3D双悬臂梁(DCB)样本。装。通过来自文献的实验数据和基于Bilinear CZM的五种可用疲劳损坏模型进行评估有限元模型。结论是,三线性CZMS具有比双线性的精度更准确,预测纤维桥接效果的疲劳分层。参数研究是对两个扩展模型进行的,并且模型对拟合参数的敏感性,并综合地研究了准静态CZM参数。

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