Dynamic Tensile Test of Granite and Its Tensile Sensitivity

被引:2
|
作者
Man, Ke [1 ]
Song, Zhifei [1 ]
Liu, Xiaoli [2 ]
机构
[1] North China Univ Technol, Coll Civil Engn, Beijing 100144, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Hydraul Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
SPLIT HOPKINSON PRESSURE; COMPRESSION TESTS; ROCK-MECHANICS; FRACTURE; STRENGTH; BEHAVIOR; RATES; WAVE;
D O I
10.1155/2020/8837865
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Through the dynamic splitting tensile test under various loading rates, different mechanical parameters have been analyzed; not only the dynamic peak stress but also the dynamic peak strain has a good linear relationship with the strain rate. The tensile sensitivity obtained from the dynamic tensile test increases with strain rate gradually, and it shows a nearly linear relation, which fully indicates that the granite specimen is a strain rate sensitive material. Moreover, with the numerical simulation, the damage area of the specimen is consistent with the actual failure mode of the specimen. Furthermore, the influenced factor on the dynamic tensile strength is discussed, which illuminates that the most fundamental reason of the rate effect is that the stress wave velocity is faster than the crack propagation velocity in the specimen during the impact process.
引用
收藏
页数:9
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