Time-dependent behavior of subcritical crack growth for rock plate: Experimental and numerical study

Author:

Yuan Haiping12,Wang Feng1,Liu Yan3,Bian Hanbing4,Chen Wen4,Wang Yixian156

Affiliation:

1. School of Civil Engineering, Hefei University of Technology, Hefei, China

2. State Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha, China

3. State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing, China

4. LEM3, CNRS, Université de Lorraine, Metz, France

5. State Key Laboratory of Coal Resources and Safety Mining, China University of Mining and Technology, Xuzhou, China

6. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

Abstract

Time-dependent behavior of subcritical crack growth is one of the main characteristics in rocks. The double-torsion test is commonly used to study the slow crack growth behavior of brittle and quasi-brittle materials. However, double-torsion specimen is difficult to processing, the process of the laboratory test is irreversible, and the current numerical simulation is difficult to consider the time-dependent behavior, and so on. In view of all above problems, an idealized particle model was built, and the crack was identified in this article, based on the theory of particle flow. The numerical model was built using Particle Flow Code in 3 Dimensions, and the macromechanical and micromechanical parameters of the model were calibrated. The process of the macroscopic crack propagation and its evolution were analyzed. The intrinsic relations with the load, the displacement, and the time were established. The results show that the Particle Flow Code in 3 Dimensions can reproduce the time-dependent behavior of subcritical crack growth in double-torsion test. And, the peak and the law of the curves are in good agreement with the laboratory test results. Therefore, the Particle Flow Code in 3 Dimensions numerical simulation can be used as a new effective method to reveal the slow crack growth behavior, to get the relevant parameters such as V, KI, and KIC, and to build the relationship between V and KI. The results of this article will have some reference value for the simulation and application of double-torsion test.

Funder

the Opening Project of Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines, Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mine

the Opening Project of State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology

the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

National Natural Science Foundation of China

the State Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science & Technology

the Open Program of State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology

Publisher

SAGE Publications

Subject

Computer Networks and Communications,General Engineering

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