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An adaptive coupling method of state-based peridynamics theory and finite element method for modeling progressive failure process in cohesive materials

机译:一种智力化材料逐步失效过程的阶段性谦动理论的自适应耦合方法和有限元方法

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摘要

In this study, an adaptive coupling method is proposed for the combination of the state-based peridynamics theory (PD) and the classical finite element method (FEM). The non-local PD theory is used for dealing with localized cracking process while the FEM is adopted for modeling elastic (or plastic) problems without localization. The evolving boundary between cracking domain and the elastic or plastic domain without localization is taken into account. A new bond damage model is implemented into the ordinary state-based PD theory, by considering the progressive degradation of bond strength and residual strength. The proposed coupling method and bond damage model are implemented in MATLAB framework. The accuracy of the PD-FEM coupling method is verified by the analytical solutions in elastic cases. The efficiency of the new bond damage model implemented in the adaptive PD-FEM coupling method for modeling the progressive failure process in cohesive materials is clearly validated through a series of representative laboratory tests on concrete structures. (C) 2020 Elsevier B.V. All rights reserved.
机译:在该研究中,提出了一种适应性耦合方法,用于组合状态的白颌性理论(PD)和经典有限元方法(FEM)。非局部PD理论用于处理局部开裂过程,而采用FEM用于在没有本地化的情况下建模弹性(或塑料)问题。裂解域与没有本地化的弹性或塑料域之间的不断发展的边界。通过考虑粘合强度和残余强度的逐渐降解,将新的债券损伤模型实施到普通国家的PD理论中。所提出的耦合方法和键损伤模型在Matlab框架中实现。通过弹性壳体中的分析溶液验证了PD-FEM耦合方法的准确性。通过在混凝土结构上的一系列代表性实验室测试,清楚地验证了在适应性PD-FEM耦合方法中实现的新债券损伤模型的效率明确验证了在混凝土结构上的一系列代表实验室测试。 (c)2020 Elsevier B.v.保留所有权利。

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