Plastic damage fracture characteristics and constitutive modeling of rocks under uniaxial compression considering crack geometry

作者：Hong‐Tao Xu, Tingye Qi, Guorui Feng, Tian Qiu, Haochen Wang, Linfei Wang, Zhicheng Zhang, Siyuan Cheng · 发表于：Fatigue & Fracture of Engineering Materials & Structures · 年份：2024 · DOI：10.1111/ffe.14425 · 被引用次数：4 · 研究领域：Rock Mechanics and Modeling、Landslides and related hazards、Grouting, Rheology, and Soil Mechanics

Abstract The study of damage and failure in fractured rock masses is crucial. This study employs the representative volume element (RVE) method to develop a microscale rock model. The model simulates the propagation and rupture of fractures by integrating factors including actual mineralogical composition, the Weibull distribution function, the Mohr–Coulomb damage criterion, and strain softening. Results indicate that fractures reduce the uniaxial compressive strength of the rock and that peak strength is significantly correlated with crack geometries. Plastic damage in rocks was categorized into three stages: elastic, rapid growth, and postpeak softening. A logistic growth model describes the plastic volume change curves for rocks with various fracture geometries, establishing the relationship between plastic damage volume and damage variables. Constitutive models for rocks with varying fracture geometries under uniaxial compression were formulated. The accuracy and applicability of these models were validated, providing a theoretical basis for rock engineering applications.