A simplified gradient-enhanced damage model based on energy limiters for crack propagation under time-dependent loading

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED
Hung Thanh Tran
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Abstract

This paper presents the development and investigation of a simplified energy limiter-based nonlocal damage model for dynamic crack propagation in brittle media. The key idea underlying the proposed model is that crack growth under impact loading is primarily influenced by the tensile component of the strain tensor. Consequently, the energy-based damage-driving term is simplified to a strain-based counterpart, which is integrated using the first principal strain. This simplification leads to a model that is not only easier to implement but also more effective in capturing dynamic crack propagation compared to the original theory. In addition, the computational framework incorporates an energy limiter-based gradient damage formulation with a damage threshold, enabling natural crack initiation and propagation while significantly reducing spurious damage. One of the distinctive features of the proposed approach is the treatment of the nonlocal crack field as a primary unknown, alongside displacements. This allows the use of identical shape functions for both fields within the finite element analysis, enhancing consistency and computational efficiency. Consistent with classical continuum damage mechanics, the model can accurately simulate arbitrary and complex multiple crack paths, including three-dimensional (3D) crack propagation. Furthermore, to provide a more efficient numerical framework under time-dependent loading conditions with complex crack patterns, an explicit dynamic fracture algorithm is employed. This algorithm utilizes the central difference method, the row-sum technique for mass lumping, and a consistent procedure for updating the kinematic and damage-related terms. The advantages and modeling capabilities of the proposed strain-based gradient-enhanced damage formulation are demonstrated through representative numerical examples of dynamic fracture under shear, tension, and compression loading scenarios.
基于能量限制器的时效加载下裂纹扩展梯度增强损伤简化模型
本文提出了一种基于能量限制器的脆性介质动态裂纹扩展非局部损伤简化模型。提出的模型的关键思想是,裂纹在冲击载荷下的扩展主要受应变张量的拉伸分量的影响。因此,基于能量的损伤驱动项被简化为基于应变的对应项,并使用第一主应变进行积分。与原始理论相比,这种简化导致的模型不仅更容易实现,而且在捕获动态裂纹扩展方面也更有效。此外,该计算框架结合了一个基于能量限制器的梯度损伤公式,该公式具有损伤阈值,可以实现自然裂纹的起始和扩展,同时显着减少虚假损伤。该方法的一个显著特点是将非局部裂纹场与位移一起作为主要未知数处理。这允许在有限元分析中对两个领域使用相同的形状函数,增强一致性和计算效率。该模型与经典连续介质损伤力学一致,能够准确模拟任意复杂的多重裂纹路径,包括三维裂纹扩展。此外,为了在具有复杂裂纹模式的时变加载条件下提供更有效的数值框架,采用了显式动态断裂算法。该算法利用中心差分法、行和技术进行质量集总,并采用一致的程序更新运动学和损伤相关项。通过具有代表性的剪切、拉伸和压缩加载情景下的动态断裂数值实例,证明了所提出的基于应变的梯度增强损伤公式的优势和建模能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
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