Numerical Modeling of Nonuniform Corrosion-Induced Concrete Crack Width-Reference-Cited by-同舟云学术

Numerical Modeling of Nonuniform Corrosion-Induced Concrete Crack Width

Published:2018-08 Issue:8 Volume:144 Page:04018120
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Shangtong¹^ORCID,Xi Xun²,Li Kefei³,Li Chun-Qing⁴

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, Glasgow G1 1XJ, UK. ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, Glasgow G1 1XJ, UK; School of Civil and Resource Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China.

3. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, School of Civil, Environmental and Chemical Engineering, Royal Melbourne Institute of Technology Univ., GPO Box 2476, Melbourne, VIC 3001, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002108

Reference46 articles.

1. Fracture mechanics analysis of cracking in plain and reinforced concrete using the boundary element method

2. Cover cracking as a function of bar corrosion: Part I-Experimental test

3. Physical model for steel corrosion in concrete sea structures—Theory;Bazant Z. P.;J. Struct. Div.,1979

4. DEM simulation of concrete fracture and crack evolution

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