A micromechanical model for induced anisotropic damage-friction in rock materials under cyclic loading

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jin Zhang , Wenyong Liu , Qiaojuan Yu , Qi-Zhi Zhu , Jian-Fu Shao
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引用次数: 0

Abstract

This study develops a unified micromechanical induced anisotropic model to predict the instantaneous and longterm behaviors of rock materials under cyclic loading. By integrating a thermodynamic framework with the Mori–Tanaka homogenization method, the model captures the anisotropic damage evolution considering nonuniform microcrack growth. The model incorporates the interaction between microcrack-induced damage and frictional effects, enabling a more accurate prediction of nonlinear behaviors. A fatigue damage variable is introduced to represent the progressive degradation. The plastic deformation is attributed to frictional sliding along oriented microcracks, while instantaneous and fatigue damage evolution are driven by crack growth and subcritical cracking, respectively. The model is validated against experimental data for varying rock types, demonstrating its ability to reproduce key mechanical behaviors, including nonlinear mechanical response, fatigue life, and nonuniform damage evolution. The proposed model provides a robust and comprehensive framework for analyzing the longterm behavior under cyclic loadings.
循环加载下岩石材料诱导各向异性损伤-摩擦细观力学模型
本研究建立了一个统一的微力学诱导各向异性模型来预测岩石材料在循环荷载作用下的瞬时和长期行为。通过将热力学框架与Mori-Tanaka均质化方法相结合,该模型捕捉了考虑非均匀微裂纹扩展的各向异性损伤演化过程。该模型结合了微裂纹损伤和摩擦效应之间的相互作用,能够更准确地预测非线性行为。引入疲劳损伤变量来表示逐步退化。塑性变形主要由取向微裂纹的摩擦滑动引起,瞬时损伤和疲劳损伤分别由裂纹扩展和亚临界裂纹驱动。该模型通过不同岩石类型的实验数据进行了验证,证明了其重现关键力学行为的能力,包括非线性力学响应、疲劳寿命和非均匀损伤演化。所提出的模型为分析循环荷载下的长期性能提供了一个鲁棒和全面的框架。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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