将 Zienkiewicz-Pande 模型应用于塑性和断裂四维网格弹簧模型

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-10-03 DOI:10.1002/nag.3860
Xin-Dong Wei, Zhe Li, Gao-Feng Zhao
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引用次数: 0

摘要

塑性和断裂问题一直是数值方法的热门话题。本研究在四维晶格弹簧模型(4D-LSM)中开发了弹塑性组成模型的通用实现程序,其中加入了 Jaumann 应力率,以排除质点应力中刚性旋转的影响,将 4D-LSM 自身处理大弹性变形问题的能力扩展到大塑性变形问题。以 Zienkiewicz-Pande(ZP)构成模型为例。通过几个数值示例,检验了所实施模型的性能。通过与分析解法、现有实验数据和其他数值结果的比较,验证了所开发的塑性框架的稳定性和应力计算方案的正确性。同时,数值结果表明所开发的代码能够解决弹塑性大变形问题。利用 4D-LSM 在处理断裂问题方面的优势,通过简单的最大变形破坏准则验证了嵌入模型解决塑性断裂问题的能力。
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Implementation of the Zienkiewicz–Pande Model into a Four-Dimensional Lattice Spring Model for Plasticity and Fracture

Plasticity and fracture problems have always been hot topics in numerical methods. In this work, a universal implementation procedure for the elasto-plastic constitutive model is developed in the four-dimensional lattice spring model (4D-LSM), in which the Jaumann stress rate is incorporated to exclude the influence of the rigid rotation in the particle stress, expanding the ability of 4D-LSM to deal with large elastic deformation problems by its own to large plastic deformation problems. As an example, the Zienkiewicz–Pande (ZP) constitutive model is implemented. Several numerical examples are carried out to check the performance of the implemented model. Through a comparison with analytical solutions, available experimental data, and other numerical results, the stability of the developed plastic framework and the correctness of the stress calculation scheme are verified. Meanwhile, numerical results show that the developed code is capable of solving elasto-plastic large deformation problems. With the advantage of 4D-LSM in handling fracture problems, the ability of the embedded model to solve plastic fracture problems is verified with a simple maximum deformation failure criterion.

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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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