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首页> 外文期刊>International journal of mechanics and materials in design >Numerical modeling of strain localization in engineering ductile materials combining cohesive models and X-FEM
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Numerical modeling of strain localization in engineering ductile materials combining cohesive models and X-FEM

机译:结合内聚力模型和X-FEM的工程塑性材料应变局部化数值模拟

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摘要

The present work aims at numerically predicting the current residual strength of large engineering structures made of ductile metals against accidental failure. With this aim in view, the challenge consists in reproducing within a unified finite element-based methodology the successive steps of micro-voiding-induced damage, strain localization and crack propagation, if any. A key ingredient for a predictive ductile fracture model is the proper numerical treatment of the critical transition phase of damage-induced strain localization inside a narrow band. For this purpose, the strong discontinuity cohesive model and the eXtended Finite Element Method are combined. A propagation algorithm is proposed and studied in the context of ductile materials. Physics-motivated criteria to pass from the phase of more or less diffuse damage to strain localization and from strain localization to crack propoagation are proposed. Finally, a 2D numerical example is shown to study the performance of the failure analysis model when implemented into an engineering finite element computation code, namely Abaqus.
机译:本工作旨在通过数值预测由延性金属制成的大型工程结构的当前残余强度,以防止意外破坏。鉴于此目的,挑战在于在基于有限元的统一方法中再现由微孔引起的破坏,应变局部化和裂纹扩展(如果有)的连续步骤。预测延性断裂模型的关键要素是对窄带内损伤引起的应变局部化的临界过渡阶段进行适当的数值处理。为此,将强不连续性内聚模型和扩展有限元方法结合在一起。提出了一种在延性材料环境下的传播算法。提出了从或多或少的扩散损伤阶段过渡到应变局部化和从应变局部化到裂纹扩展的物理激励准则。最后,显示了一个二维数值示例,以研究将故障分析模型实现为工程有限元计算代码(即Abaqus)时的性能。

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