A configurational stress-based model to predict mixed-mode fracture of rock under different environments

IF 5.3 2区 工程技术 Q1 MECHANICS Engineering Fracture Mechanics Pub Date : 2025-05-02 Epub Date: 2025-03-01 DOI:10.1016/j.engfracmech.2025.110941
Chao Wang, Jili Feng
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Abstract

This paper investigates mixed-mode fracture in rock under different environments. The principle of energy conservation provides a clear physical interpretation of the configurational stress tensor, revealing that its components represent the change in total energy induced by material element translation. The Mohr–Coulomb yield function is employed to define the boundary of crack-tip plastic zone. A novel configurational stress-based Mohr–Coulomb yield function is proposed, enhancing the accuracy of plastic zone size and shape assessment. Additionally, a fracture criterion is developed based on the local properties of the crack-tip plastic zone, and then the time factor of Burgers body is incorporated to elucidate the rheological fracture properties of rock. Utilizing this fracture criterion, the impacts of drying–wetting cycles, heating–cooling cycles, thermal treatment and chemical corrosion on rock fracture are investigated. The proposed fracture criterion accurately predicts crack initiation angles and fracture loads, aligning with predictions of the maximum tensile stress criterion and experiments. It is found that the fracture loads decrease with the number of drying–wetting and heating–cooling cycles. The crack-tip plastic zone is observed to expand over time, leading to a reduction in the fracture loading envelope. Furthermore, the fracture loading envelope generally decreases with increasing thermal treatment temperature, and the mixed-mode fracture resistance is the minimum in acidic environments. This paper provides a valuable reference for addressing the challenges of rock mixed-mode fracture under different environments.
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基于构型应力的岩石混合模式断裂预测模型
本文研究了不同环境下岩石的混合模式断裂。能量守恒原理为构型应力张量提供了一个清晰的物理解释,揭示了它的分量代表了由材料元素平移引起的总能量的变化。采用莫尔-库仑屈服函数来确定裂纹尖端塑性区边界。提出了一种新的基于构型应力的莫尔-库仑屈服函数,提高了塑性区尺寸和形状评估的准确性。在此基础上,建立了基于裂纹尖端塑性区的局部特性的断裂准则,并引入Burgers体的时间因子来解释岩石的流变断裂特性。利用这一断裂准则,研究了干湿循环、冷热循环、热处理和化学腐蚀对岩石断裂的影响。所提出的断裂准则准确地预测了裂纹起裂角和断裂载荷,与最大拉应力准则的预测结果和试验结果一致。研究发现,随着干湿循环次数和加热冷却循环次数的增加,断裂载荷减小。观察到裂纹尖端塑性区随着时间的推移而扩大,导致断裂加载包线减小。此外,随着热处理温度的升高,裂缝载荷包络线普遍减小,在酸性环境下,混合模式抗断裂能力最小。本文为解决不同环境下岩石混合模式断裂的挑战提供了有价值的参考。
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
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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