A Stochastic Computational Framework to Investigate the Initial Stage of Corrosion in Reinforced Concrete Superstructures

Author:

Shafei Behrouz1,Alipour Azadeh1,Shinozuka Masanobu2

Affiliation:

1. Department of Civil and Environmental Engineering; University of Massachusetts; Amherst; MA; USA

2. Department of Civil and Environmental Engineering; University of California; Irvine; CA; USA

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Reference33 articles.

1. Reinforcement corrosion in concrete structures, its monitoring and service life prediction: a review;Ahmad;Journal of Cement and Concrete Composites,2003

2. Performance evaluation of deteriorating highway bridges located in high seismic areas;Alipour;Journal of Bridge Engineering,2011

3. Capacity loss evaluation of reinforced concrete bridges located in extreme chloride-laden environments;Alipour;Journal of Structure and Infrastructure Engineering,2013

4. Critical chloride content in reinforced concrete-a review;Angst;Journal of Cement and Concrete Research,2009

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