Cracking behaviours of rock-like materials containing three preexisting flaws after high-temperature treatments

被引:23
作者
Zhou, Xiaoping [1 ]
Fu, Liang [1 ]
Cheng, Hao [2 ]
Berto, Filippo [3 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
[3] Norwegian Univ Sci & Technol, Dept Mech Engn, Trondheim, Norway
基金
中国国家自然科学基金;
关键词
cracking behaviours; high temperature; mechanical properties; rock‐ like materials; MECHANICAL-BEHAVIOR; EMBEDDED FLAWS; COALESCENCE; SANDSTONE; PROPAGATION; EXPOSURE; FISSURES; FAILURE; JOINTS;
D O I
10.1111/ffe.13382
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The mechanical properties and cracking behaviours of rock-like materials containing three preexisting flaws after high-temperature treatments are studied. The temperature variations of 25 degrees C, 70 degrees C and 140 degrees C are chosen to explore the influence of temperature, and the ligament angle variations of 75 degrees, 90 degrees and 105 degrees are chosen to explore the effect of preexisting flaws. The crack initiation and coalescence modes and specimen failure after high-temperature treatments are recorded by a high-speed dynamic analysis system. Seven modes of crack initiation and ten types of crack coalescence are recorded in the rock-like specimens. With an increase in temperature and ligament angle, the mechanical properties such as peak strength, peak strain and crack initiation stress change regularly. Furthermore, the experimental results demonstrate that the temperature has a significant impact on the complete stress-strain curves and cracking behaviours of flawed rock-like materials.
引用
收藏
页码:622 / 635
页数:14
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