Characterization of the negative Poisson's ratio effect of the thermal-damaged crystalline rock by the grain-based model

被引:21
作者
Huang, Xiaolin [1 ]
Xu, Ling [1 ]
Zhao, Tengyuan [1 ]
Lu, Shifeng [1 ]
Sun, Zhonghao [1 ]
Ding, Dong [2 ]
机构
[1] Xi An Jiao Tong Univ, Sch Human Settlements & Civil Engn, Dept Civil Engn, Xianning West Rd 28, Xian 710049, Shaanxi, Peoples R China
[2] CCTEG Xian Res Inst Grp Co Ltd, 82 Jinye 1st Rd, Xian 710077, Shaanxi, Peoples R China
关键词
Crystalline rock; Heterogeneous microstructure; Thermal damage; Negative Poisson's ratio; Weakening of grain contact stiffness; Grain-based model; STATISTICAL TECHNIQUES; COMPRESSIVE FRACTURE; MECHANICAL-BEHAVIOR; ENERGY-DISSIPATION; SIMULATION; STRENGTH; MICROCRACKING; HETEROGENEITY; SANDSTONE; FAILURE;
D O I
10.1016/j.ijrmms.2023.105553
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A natural rock often has a positive Poisson's ratio during compression. However, the thermal-damaged rock can abnormally present a negative Poisson's ratio. Thus far, the related mechanism has not been fully clarified from a micromechanical viewpoint. Here, we established a grain-based model to characterize the negative Poisson's ratio effect of the thermal-damaged crystalline rock using the universal distinct element method. Thermalinduced deterioration of heterogeneous rock microstructures was mainly treated as the loosening of grain contacts and weakening of their mechanical properties, which was depicted by the compression-hardening contact model. As the original rock successively suffered from moderately-to highly-thermal damage, there existed a transition of the Poisson's ratio from positive to negative and a transition of the pre-peak stress-strain relation from approximate linearity to nonlinearity. These macro mechanical behaviours could be well characterized by modulating grain-scale properties of the numerical model. We shed light on the negative Poisson's ratio mechanism of the thermal-damaged rock, which resulted from a more significant reduction of compressive stiffness than the shear stiffness at grain contacts. That is, the ratio of the shear stiffness to the compressive stiffness (& lambda;) is larger than 1.0. With increasing the compressive stress, the compressive stress increased, and & lambda; gradually decreased to less than 1.0. As a result, the negative Poisson's ratio (lateral contraction) was converted to the positive Poisson's ratio (lateral extension). The negative Poisson's ratio effect prominently influenced the mechanical response of the rock under compression, such as the stress distribution and progressive failure characteristics.
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页数:15
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