A Generalized Peridynamic Model Based on Seth–Hill Bond-Strain Measures for Mixed-Mode Fracture

IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
NingTao Wang, Hao Yu, HanWei Huang, WenLong Xu, YinBo Zhu, HengAn Wu
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Abstract

In this study, a generalized peridynamic model incorporating Seth–Hill bond-strain measures is proposed to capture mixed-mode fracture behaviors. We begin with the reformulation of the model introduced by Tupek and Radovitzky within the ordinary state-based peridynamic (OSB-PD) framework, where we demonstrate that the three-dimensional shape tensor state satisfies an integral identity equivalent to the fourth-order symmetric identity tensor. Based on this identity, the shape tensor state tailored for two-dimensional problems is constructed, enabling the derivation of the corresponding scalar force state based on Seth–Hill bond-strain measures for linear elastic materials. This generalized model avoids unphysical material interpenetration and enables the decomposition of the scalar force state over the classic model. Moreover, a nonlocal work-conjugate stress tensor is developed for the first time by employing the reformulated scalar force state based on the principle of work conjugacy and the integral identity of the shape tensor state. Finally, the maximum principal stress and Drucker–Prager failure criteria are incorporated into the generalized OSB-PD framework to enable the simulation of mixed-mode brittle fracture. The accuracy and robustness of the proposed model are validated through several benchmark cases, demonstrating accurate stress evaluation and failure prediction. Notably, the model successfully captures complex crack coalescence patterns in rock subjected to uniaxial compression, underscoring its effectiveness in depicting mixed-mode fracture processes.

基于Seth-Hill键-应变测度的混合模式断裂广义周动力学模型
在这项研究中,提出了一个包含Seth-Hill键应变测量的广义周动力学模型来捕捉混合模式断裂行为。我们从Tupek和Radovitzky在普通的基于状态的周期动力学(OSB-PD)框架内引入的模型的重新表述开始,在那里我们证明了三维形状张量状态满足等价于四阶对称单位张量的积分单位。基于这一恒等式,构造了适合二维问题的形状张量态,从而推导出基于线弹性材料的Seth-Hill键应变测度的标量力态。该广义模型避免了非物理物质的相互渗透,并能够在经典模型上分解标量力状态。此外,基于功共轭原理和形状张量状态的积分恒等式,利用标量力状态的重新表述,首次建立了非局部功共轭应力张量。最后,将最大主应力和Drucker-Prager破坏准则纳入广义OSB-PD框架,实现混合模式脆性断裂的模拟。通过几个基准算例验证了该模型的准确性和鲁棒性,表明该模型具有较好的应力评估和失效预测能力。值得注意的是,该模型成功捕获了单轴压缩岩石中复杂的裂纹合并模式,强调了其在描述混合模式破裂过程中的有效性。
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来源期刊
CiteScore
5.70
自引率
6.90%
发文量
276
审稿时长
5.3 months
期刊介绍: The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems. The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.
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