Efficiency of corrosion inhibitors in mitigating corrosion of steel under elevated temperature and chloride concentration

Author:

Al-Sodani Khaled A. Alawi,Al-Amoudi Omar S. Baghabra,Maslehuddin Mohammed,Shameem Mohammed

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. M. Maslehuddin, Rasheeduzzafar, Page, C.L. Al-Mana, A.I., Influence of some parameters relevant to arabian gulf environment on reinforcement corrosion, in: Arabian Journal for Science and Engineering: Theme Issue on Corrosion and Its Prevention, April 1995, pp. 239–257.

2. Performance of concrete in a high chloride-sulfate environment;Maslehuddin;Am. Concr. Inst. Spec. Publ.,1990

3. H. Saricimen, Al-Tayyib, A.J., Maslehuddin, M., Shamim, Concrete deterioration in high chloride-sulfate environment and repair strategies,“Special Publication, American Concrete Institute, SP-128, pp. 19-34, 1991.

4. O.S.B. Al-Amoudi, Rasheeduzzafar, M. Maslehuddin, A. Almusallam, Improving concrete durability in the Arabian Gulf, in: Proceedings of the 4th International Conference on Deterioration and Repair of Reinforced Concrete in the Arabian Gulf, 1993, pp. 929–40.

5. D. McDonald, “Corrosion of epoxy-coated steel in concrete,” Corrosion of Steel in Concrete Structures, pp. 87-110, 2016.

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