Numerical Method for Mixed-Mode I–II Crack Propagation in Concrete-Reference-Cited by-同舟云学术

Numerical Method for Mixed-Mode I–II Crack Propagation in Concrete

Published:2013-11 Issue:11 Volume:139 Page:1530-1538
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wu ZhiMin¹,Rong Hua²,Zheng JianJun³,Dong Wei⁴

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, P. R. China (corresponding author).

2. Ph.D. Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, P. R. China.

3. Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P. R. China.

4. Lecturer, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000594

Reference37 articles.

1. Anderson T. L. (2004). Fracture mechanics: Fundamentals and applications CRC Press Boston.

2. Arrea M. and Ingraffea A. R. (1982). “Mixed-mode crack propagation in mortar and concrete.” Rep. No. 81-113 Dept. of Structural Engineering Cornell Univ. Ithaca NY.

3. Numerical Simulation of Prenotched Gravity Dam Models

4. Crack band theory for fracture of concrete

5. Beer F. P. and Johnston E. R. (1981). Mechanics of material McGraw Hill New York.

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