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An extended cohesive damage model for simulating arbitrary damage propagation in engineering materials

机译:用于模拟工程材料中任意损伤传播的扩展内聚损伤模型

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This paper introduces the extended cohesive damage model (ECDM) for simulating arbitrary damage propagation in engineering materials. By embedding the micromechanical cohesive damage model (CDM) into the eXtended Finite Element Method (XFEM) and eliminating the enriched degree of freedoms (DoFs), the ECDM defines the cohesive crack path at a low scale in the condensed equilibrium equations and enables the local enrichments of approximation spaces without enriched DoFs. In this developed ECDM, a new equivalent damage scalar as a function of strain field is introduced to avoid the appearance of enriched DoFs, and to substitute the conventional characterization in the approximation of displacement jump. The embedment of CDM is no longer required by the ECDM, which allows discontinuities to exist within a finite element rather than the element boundaries. This feature enables the ECDM to simulate the reality of arbitrary cracks. Initial applications of the ECDM in simulation of arbitrary cracks shows that the developed ECDM works very well when compared to experiment work and XFEM analysis. (C) 2016 Elsevier B.V. All rights reserved.
机译:本文介绍了用于模拟工程材料中任意损伤传播的扩展内聚损伤模型(ECDM)。通过将微机械内聚破坏模型(CDM)嵌入到扩展有限元方法(XFEM)中,并消除了丰富的自由度(DoFs),ECDM在凝聚平衡方程中以较小的比例定义了内聚裂纹路径并启用了局部没有富自由度的近似空间的富集。在这种发达的ECDM中,引入了一种新的等效损伤标量,作为应变场的函数,以避免出现富自由度,并在位移跳跃的近似值中替代了常规特征。 ECDM不再需要嵌入CDM,这允许在有限元素内而不是元素边界内存在不连续性。此功能使ECDM可以模拟任意裂缝的现实。 ECDM在任意裂纹模拟中的最初应用表明,与实验工作和XFEM分析相比,开发的ECDM效果很好。 (C)2016 Elsevier B.V.保留所有权利。

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