A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading-Reference-Cited by-同舟云学术

A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zhou Yongqiang¹,Sheng Qian²,Li Nana³,Fu Xiaodong⁴,Zhang Zhenping⁵

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

3. Research Assistant, Wuhan Library, Chinese Academy of Sciences, Wuhan 430071, China.

4. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

5. Doctoral Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Doctoral Candidate, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002055

Reference66 articles.

1. Fatigue behaviour of rock

2. The Effect of Machine Behaviour and Mechanical Properties of Intact Sandstone Under Static and Dynamic Uniaxial Cyclic Loading

3. Mining-induced static and dynamic loading rate effect on rock damage and acoustic emission characteristic under uniaxial compression

4. Validation of a New Elastoplastic Constitutive Model Dedicated to the Cyclic Behaviour of Brittle Rock Materials

5. A constitutive model for the mechanical properties of rock

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