Prediction of Time to Corrosion-Induced Concrete Cracking Based on Fracture Mechanics Criteria-Reference-Cited by-同舟云学术

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Prediction of Time to Corrosion-Induced Concrete Cracking Based on Fracture Mechanics Criteria

Published:2019-08 Issue:8 Volume:145 Page:04019069
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lau Ian¹,Li Chun-Qing²,Fu Guoyang³

Affiliation:

1. Ph.D. Student, School of Engineering, Royal Melbourne Institute of Technology Univ., Melbourne, VIC 3001, Australia.

2. Professor, School of Engineering, Royal Melbourne Institute of Technology Univ., Melbourne, VIC 3001, Australia (corresponding author).

3. Research Fellow, Dept. of Civil Engineering, Royal Melbourne Institute of Technology Univ., Melbourne, VIC 3001, Australia.

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.0002352

Reference31 articles.

1. Time-dependent reliability of corrosion-affected RC beams. Part 2: Estimation of time-dependent failure probability

2. Corrosion of Steel in Concrete

3. A comparative study on factors affecting time to cover cracking as a service life indicator

4. Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion

5. Service-Life Prediction of Deteriorating Concrete Bridges

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2. Considering uncertainty in corrosion process to estimate life-cycle seismic vulnerability and risk of aging bridge piers;Reliability Engineering & System Safety;2023-04

3. Fire spalling behavior of high-strength concrete: A critical review;Construction and Building Materials;2022-07

4. Developing a Model for Assessing Project Completion Time Reliability during Construction Using Time-Dependent Reliability Theory;Journal of Construction Engineering and Management;2022-04

5. Chemical-mechanical transformation of the expansion effect for nonuniform steel corrosion and its application in predicting the concrete cover cracking time;Cement and Concrete Composites;2022-03

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