Experimental and numerical investigations on the tensile mechanical behavior of marbles containing dynamic damage

被引:71
作者
Zhang, Tao [1 ]
Yu, Liyuan [1 ]
Su, Haijian [1 ]
Zhang, Qiang [1 ]
Chai, Shaobo [2 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] Changan Univ, Sch Civil Engn, Xian 710064, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock mechanics; Tensile mechanical behavior; Cumulative dynamic damage; SHPB; FDM-DEM coupling; FAILURE BEHAVIOR; FRACTURING BEHAVIOR; ROCK; STRENGTH; COAL; CRACK; GRANITE; SINGLE; GYPSUM; MODEL;
D O I
10.1016/j.ijmst.2021.08.002
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
To investigate the degradation mechanism of static tensile mechanical behaviors of marble containing dynamic damage, multiple impact loading tests were performed on the disc marble samples, and then static Brazilian tests were conducted for the damaged samples. Besides, coupling modeling technology of finite difference method (FDM)-discrete element method (DEM) was used to carry out the numerical investigation. The results show that after multiple impacts, more white patches appear on the surface, and some microcracks, macro-fractures as well as pulverized grains are found by optical microscopic. The static tensile strength decreases with the increase of the dynamic damage variable characterized by the ultrasonic wave velocity of sample. The interaction between grains in the damaged sample becomes intense in the subsequent static loading process, causing a relatively large strain. The volume of the fragments falling off around the loading points becomes larger as impact number increases. As the dynamic damage increases, the absorbed energy of sample during the static loading first decreases and then tends to be stable. Both the stress concentration and the breakage of the force chains are the root causes of the degradation of the static tensile strength. (C) 2021 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:89 / 102
页数:14
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