A coupled thermo-mechanical peridynamic model for fracture behavior of granite subjected to heating and water-cooling processes

被引:6
作者
Zhou, Luming [1 ,2 ]
Zhu, Zhende [1 ,2 ]
机构
[1] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China
[2] Hohai Univ, Jiangsu Res Ctr Geotech Engn Technol, Nanjing 210098, Peoples R China
基金
中国国家自然科学基金;
关键词
Peridynamics (PD); Granite; Heating and cooling; Damage and fracture; Uniaxial compression; STATE-BASED PERIDYNAMICS; MECHANICAL-PROPERTIES; NUMERICAL-SIMULATION; HIGH-TEMPERATURE; ROCK MATERIALS; PROPAGATION; CRACKING; INITIATION;
D O I
10.1016/j.jrmge.2023.07.021
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Thermal damage and thermal fracture of rocks are two important indicators in geothermal mining projects. This paper investigates the effects of heating and water-cooling on granite specimens at various temperatures. The laboratory uniaxial compression experiments were also conducted. Then, a coupled thermo-mechanical ordinary state-based peridynamic (OSB-PD) model and corresponding numerical scheme were developed to simulate the damage of rocks after the heating and cooling processes, and the change of crack evolution process was predicted. The results demonstrate that elevated heating temperatures exacerbate the thermal damage to the specimens, resulting in a decrease in peak strength and an increase in ductility of granite. The escalating occurrence of thermal-induced cracks signi ficantly affects the crack evolution process during the loading phase. The numerical results accurately reproduce the damage and fracture characteristics of the granite under different final heating temperatures (FHTs), which are consistent with the test results in terms of strength, crack evolution process, and failure mode.
引用
收藏
页码:2006 / 2018
页数:13
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