Evaluating Time-Dependent Reliability and Probability of Failure of Reinforced-Concrete Bridge Components and Predicting Residual Capacity after Subsequent Rehabilitation

Author:

Zhu W.1,Setunge S.2,Gamage N.3ORCID,Gravina R.4,Venkatesan S.5

Affiliation:

1. Master of Engineering Graduate, School of Civil Environmental and Chemical Engineering, RMIT Univ., GPO 2476V, 376-392 Swanston St., Melbourne, VIC 3001, Australia.

2. Professor and Associate Dean of Research, School of Civil Environmental and Chemical Engineering, RMIT Univ., GPO 2476V, 376-392 Swanston St., Melbourne, VIC 3001, Australia.

3. Research Fellow, School of Civil Environmental and Chemical Engineering, RMIT Univ., GPO 2476V, 376-392 Swanston St., Melbourne, VIC 3001, Australia (corresponding author). ORCID: .

4. Associate Professor, School of Civil Environmental and Chemical Engineering, RMIT Univ., GPO 2476V, 376-392 Swanston St., Melbourne, VIC 3001, Australia.

5. Lecturer, School of Civil Environmental and Chemical Engineering, RMIT Univ., GPO 2476V, 376-392 Swanston St., Melbourne, VIC 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. @RISK version 5.0 [Computer software]. Palisade Ithaca NY.

2. MATLAB [Computer software]. MathWorks Natick MA.

3. Collins F. G. and Grace W. R. (1997). “Specifications and testing for corrosion durability of marine concrete: The Australian perspective (ACI SP 170-39).” Proc. 4th CANMET/ACI Int. Conf. on Durability of Concrete ACI Special Publication Farmington Hills MI 757–776.

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

5. Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges1

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