期刊
JOURNAL OF ENGINEERING MECHANICS
卷 142, 期 12, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)EM.1943-7889.0001155
关键词
Rock; Dynamic initiation toughness; Dynamic propagation toughness; Experimental-numerical method; Universal function; Strain gauge; Cracked-straight-through Brazilian disc (CSTBD)
资金
- Doctoral Foundation of the Ministry of Education of China [20130181130013]
- Opening Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection [SKLGP2016K015]
In order to determine the mode-I (opening mode) dynamic fracture toughness of a rock, cracked-straight-through Brazilian disc (CSTBD) specimens with strain gauges glued on the specimen's surface were diametrically impacted by a split Hopkinson pressure bar. A hybrid experimental-numerical approach was used to determine the dynamic initiation toughness, and it was also used in conjunction with a universal function to obtain the dynamic propagation toughness. Precautions were taken for getting the time history of dynamic stress intensity factors. Numerical accuracy, stability, and convergence to the solution were guaranteed by analyzing beforehand a widely-recognized benchmark dynamic crack problem. Using the numerical technique the result of the conducted trial analysis corresponded almost exactly with the classical result. The dynamic initiation toughness and dynamic propagation toughness of the rock increase with increasing dynamic loading rate and crack propagation speed, respectively, demonstrating the same variation tendencies reported in related literature. The present study shows that the experimental-numerical approach is both simple and effective.
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