Experimental Study of Macroscopic Tensile Fracture Properties of Brittle Rock at High Temperature

被引:1
|
作者
Wang, Zhi [2 ]
Rao, Qiuhua [1 ]
机构
[1] Cent South Univ Technol, Sch Civil Engn, Changsha 410083, Peoples R China
[2] Zhengzhou Univ, Dept Engn Mech, Zhengzhou 450001, Peoples R China
来源
NATURAL RESOURCES AND SUSTAINABLE DEVELOPMENT II, PTS 1-4 | 2012年 / 524-527卷
基金
中国国家自然科学基金;
关键词
Macroscopic fracture properties; Fracture toughness; Fracture energy; High temperature; Rock; SPECIMENS;
D O I
10.4028/www.scientific.net/AMR.524-527.575
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The Mode I fracture toughness (K-IC) and the Crack Tip Opening Displacement(CTOD) of rock at high temperature are measured by three-point bending test. The K-IC is increased with the increase of temperature and decreased when the temperature reached its critical value (200 degrees C). The internal structure of rock be changed as the temperature increasing and the other mechanical properties of rock, such as tensile strength, compressive strength, elastic modulus, etc. also show the same law with the K-IC which lead the tensile stress hard to reach its critical value. The CTOD increases with the increasing of temperature until the load reach the peak load and the specimens at different temperatures have the same rule.
引用
收藏
页码:575 / +
页数:2
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