JI Wei-wei, PAN Peng-zhi, MIAO Shu-ting, et al. Fracture characteristics of two types of rocks based on digital image correlation[J]. 2016, 37(8): 2299-2305.
DOI:
JI Wei-wei, PAN Peng-zhi, MIAO Shu-ting, et al. Fracture characteristics of two types of rocks based on digital image correlation[J]. 2016, 37(8): 2299-2305.DOI: 10.16285/j.rsm.2016.08.023.
Fracture characteristics of two types of rocks based on digital image correlation
such as the length of process zone and crack mouth opening displacement(COD)
are the fundamentals to solve the fracture problems of rock by using fracture mechanics. Traditional measure methods
such as strain gauge and LVDT
etc.
cannot obtain the full-field displacement of rock specimen. In that case
it's difficult to achieve the above mentioned critical fracture characteristic of rock. Digital image correlation (DIC) method is a optical measure method which can obtain the accurate full-field displacement of the specimen by comparing the original image and deformed image. A series of three-point bending tests is performed on the semi-circular rock specimens(relatively hard marble and relatively soft yellow sandstone)
and the DIC method is used to measure the full-field displacements of the specimens. The obtained displacements are further analyzed
and the critical fracture characteristics of the specimens including the length of process zone and the crack mouth opening displacement are revealed. It is shown that the length of process zone in marble is obviously shorter than that in yellow sandstone
while the values of COD of yellow sandstone are higher than the ones of the marble with same crack length
which demonstrates that the soft yellow sandstone is prone to be affected by boundary effect. Those researches can help us to further understand the fracture process of rock
and to solve rock engineering problem using fracture mechanics.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Discrete element simulation of aging effect of chemical weathering on rock
Fractional nonlinear creep constitutive model of salt rock
Modeling initiation and propagation of main and secondary cracks of rock under combined compression and shear loading using extended finite element method
Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
JIANG Ming-jing
ZHANG Ning
CHEN He
WU Fei
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Department of Geotechnical Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University