Predicting the Likelihood and Extent of Reinforced Concrete Corrosion-Induced Cracking-Reference-Cited by-同舟云学术

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Predicting the Likelihood and Extent of Reinforced Concrete Corrosion-Induced Cracking

Published:2005-11 Issue:11 Volume:131 Page:1681-1689
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vu Kim A.¹²,Stewart Mark G.¹²

Affiliation:

1. Lecturer, Faculty of Civil Engineering, The Hanoi Architectural Univ., Km 9 Nguyen Trai Road, Hanoi, Viet Nam.

2. Professor, Centre for Infrastructure Performance and Reliability, The Univ. of Newcastle, Callaghan NSW 2308 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%290733-9445%282005%29131%3A11%281681%29

Reference36 articles.

1. Factors controlling cracking of concrete affected by reinforcement corrosion

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

3. The stochastic finite element method in structural reliability

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