The impact of environmental conditions of Persian Gulf on the probability of chloride corrosion initiation in reinforced concrete structures

Author:

abedini shahram,Rahami Hossein,Mirhosseini Hezaveh S. M.,GhanooniBagha Mohammad,Zeighami Ehsanollah

Publisher

Apex Publishing

Reference43 articles.

1. [1] A. Costa and J. Appleton, "Chloride penetration into concrete in a marine environment—Part I: Main parameters affecting chloride penetration," Mater. Struct., vol. 32, no. 4, pp. 252–259, May 1999.

2. [2] A. Neville, "Chloride attack of reinforced concrete: an overview," Mater. Struct., vol. 28, no. 2, pp. 63–70, Mar. 1995.

3. [3] M. Ghanooni-Bagha, S. Zarei, H. R. Savoj, and M. A. Shayanfar (2019). Time-dependent Seismic Performance Assessment of Corroded Reinforced Concrete Frames. Periodica Polytechnica Civil Engineering, 63(2), 631-640.

4. [4] M. A. Shayanfar and M. Ghanooni-Bagha, "A Study Of Corrosion Effects Of Reinforcements On The Capacity Of Bridge Piers Via The Nonlinear Finite Element Method," Sharif J. Civ. Eng., vol. 28–2, no. 3, pp. 59–68, 2012.

5. [5] Shayanfar, M., Savoj, H., Ghanooni-Bagha, M., Khodam, A. (2018). "The effects of corrosion on seismic performance of reinforced concrete moment frames", Journal of Structural and Construction Engineering, 5(2), pp. 146-159.

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