Improved cohesive zone model: integrating strain rate, plastic strain, variable damping, and enhanced constitutive law for fracture propagation

IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY International Journal of Fracture Pub Date : 2023-07-06 DOI:10.1007/s10704-023-00723-w
Ala Tabiei, Li Meng
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Abstract

Cohesive zone model has been used widely in fracture propagations, but few of them have considered strain rate, plastic strain, and variable damping together. In this paper, artificial compliance and spurious oscillation in bilinear cohesive law are investigated through dynamic simulations. Several constitutive laws and damage criteria used in bilinear cohesive law are presented first, and the properties in these constitutive laws are analyzed about deficiency of plastic strain, inherent discontinuity of constitutive law, and inherent discontinuity of force. Two damage evolution methods (effective separation method and damage factor method) are compared, and the latter one that strictly follows damage criterion and has no healing effect is a better choice for damage evolution. Numerical investigations are conducted to help select proper stiffness and to make sure artificial compliance in an acceptable range. Apart from strain rate and plastic strain, variable damping is considered into bilinear cohesive law, which can remove discontinuous force caused by constant damping at the start and end of bilinear cohesive law. One fixed delamination propagation and two free fracture propagation examples are used to verify the methodology proposed in this paper. From the simulation results, the methodology used in this paper removes spurious oscillation caused by constitutive law itself and enables correct force response, and variable damping reduces spurious oscillation.

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改进的内聚区模型:整合应变率、塑性应变、变阻尼和增强的断裂扩展本构律
内聚区模型已被广泛应用于断裂传播中,但很少有研究同时考虑应变率、塑性应变和可变阻尼。本文通过动态模拟研究了双线性内聚法则中的人工顺应性和假振荡。首先介绍了双线性内聚律中使用的几种构成律和损伤准则,并分析了这些构成律中有关塑性应变不足、构成律固有不连续性和力固有不连续性的特性。比较了两种损伤演化方法(有效分离法和损伤因子法),后者严格遵循损伤准则且无愈合效应,是损伤演化的较佳选择。数值研究有助于选择适当的刚度,并确保人工顺应性在可接受的范围内。除了应变率和塑性应变外,双线性内聚法则中还考虑了可变阻尼,它可以消除双线性内聚法则起点和终点的恒定阻尼引起的不连续力。本文使用了一个固定分层传播和两个自由断裂传播实例来验证本文提出的方法。从仿真结果来看,本文使用的方法消除了由构成律本身引起的杂散振荡,实现了正确的力响应,而可变阻尼则减少了杂散振荡。
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来源期刊
International Journal of Fracture
International Journal of Fracture 物理-材料科学:综合
CiteScore
4.80
自引率
8.00%
发文量
74
审稿时长
13.5 months
期刊介绍: The International Journal of Fracture is an outlet for original analytical, numerical and experimental contributions which provide improved understanding of the mechanisms of micro and macro fracture in all materials, and their engineering implications. The Journal is pleased to receive papers from engineers and scientists working in various aspects of fracture. Contributions emphasizing empirical correlations, unanalyzed experimental results or routine numerical computations, while representing important necessary aspects of certain fatigue, strength, and fracture analyses, will normally be discouraged; occasional review papers in these as well as other areas are welcomed. Innovative and in-depth engineering applications of fracture theory are also encouraged. In addition, the Journal welcomes, for rapid publication, Brief Notes in Fracture and Micromechanics which serve the Journal''s Objective. Brief Notes include: Brief presentation of a new idea, concept or method; new experimental observations or methods of significance; short notes of quality that do not amount to full length papers; discussion of previously published work in the Journal, and Brief Notes Errata.
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