Adaptive Coupling of Peridynamic and Classical Continuum Mechanical Models Driven by Broken Bond/Strength Criteria for Structural Dynamic Failure

IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY International Journal for Numerical Methods in Engineering Pub Date : 2025-04-08 DOI:10.1002/nme.70021
JiuYi Li, ShanKun Liu, Fei Han, Yong Mei, YunHou Sun, FengJun Zhou
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Abstract

Peridynamics (PD) is widely used to simulate structural failure. However, PD models are time consuming. To improve the computational efficiency, we developed an adaptive coupling model between PD and classical continuum mechanics (PD-CCM) based on the Morphing method, driven by the broken bond or strength criteria. We derived the dynamic equation of the coupled models from the Lagrangian equation and then the discretized finite element formulation. An adaptive coupling strategy was introduced by determining the key position using the broken bond or strength criteria. The PD subdomain was expanded by altering the value of the Morphing function around the key position. Additionally, the PD subdomain was meshed by discrete elements (DEs) (i.e., nodes were not shared between elements), allowing the crack to propagate freely along the boundary of the DE. The remaining subdomains were meshed by continuous elements (CEs). Following the PD subdomain expansion, the CEs were converted into DEs, and new nodes were inserted. The displacement vector and mass matrix were reconfigured to ensure calculation consistency throughout the solving process. Furthermore, the relationship between the expansion radius of the PD subdomain and the speed of crack propagation was also discussed. Finally, the effectiveness, efficiency, and accuracy of the proposed model were verified via three two-dimensional numerical examples.

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基于断裂键/强度准则的环动力与经典连续力学模型的自适应耦合
周动力学(PD)被广泛用于模拟结构失效。然而,PD 模型非常耗时。为了提高计算效率,我们在变形法的基础上,在断裂键或强度标准的驱动下,开发了一种 PD 与经典连续介质力学(PD-CCM)之间的自适应耦合模型。我们从拉格朗日方程推导出耦合模型的动态方程,然后进行离散化有限元计算。通过使用断裂键或强度准则确定关键位置,引入了自适应耦合策略。通过改变关键位置周围的变形函数值来扩展 PD 子域。此外,PD 子域由离散元素(DE)网格划分(即元素之间不共享节点),允许裂缝沿 DE 边界自由扩展。其余子域采用连续元素(CE)网格划分。在 PD 子域扩展后,将 CE 转换为 DE,并插入新节点。重新配置了位移矢量和质量矩阵,以确保整个求解过程中计算的一致性。此外,还讨论了 PD 子域扩展半径与裂纹扩展速度之间的关系。最后,通过三个二维数值示例验证了所提模型的有效性、效率和准确性。
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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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