Time-variant flexural reliability of RC beams with externally bonded CFRP under combined fatigue-corrosion actions

Author:

Bigaud David,Ali Osama

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Safety, Risk, Reliability and Quality

Reference52 articles.

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2. Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion;Choe;Reliabil Eng Syst Saf,2008

3. Mechanical properties of corrosion-damaged reinforcement;Cairns;ACI Mater J,2005

4. Effect of degree of corrosion on the properties of reinforcing steel bars;Almusallam;Constr Build Mater,2001

5. Liu Y. Modeling the time-to-corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures. PhD thesis. Faculty of the Virginia Polytechnic Institute and State University, VA, USA; 1996, p. 117.

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