Reliability analysis of chloride penetration in saturated concrete

Author:

Kong Jung S.,Ababneh Ayman N.,Frangopol Dan M.,Xi Yunping

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference31 articles.

1. Xi Y, Ababneh A. Prediction of the onset of steel corrosion in concrete by multiscale chloride diffusion, high performance concrete—workability, strength and durability. In: Leugn C, Li Z, Ding JT,editors. Proceedings of the International Symposium, Hong Kong, December 2000. p. 181–6.

2. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar;Alonso;Cem Concr Res,2000

3. A comparison of chloride ion diffusion coefficients derived from concentration gradients and non-steady state accelerated ionic migration;Andrade;Mater Struct,1996

4. Chloride thresholds in marine concrete;Thomas;Cem Concr Res,1996

5. Reliability-based life-cycle management of highway bridges;Frangopol;J Comput Civil Engng, ASCE,2001

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