CHLORIDE-INDUCED CORROSION OF RC STRUCTURES

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SOBHANI J.; RAMEZANIANPOUR A.A.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2007 | Volume:8 | Issue:5 Page(s): 531-547

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Information Journal Paper

Title

CHLORIDE-INDUCED CORROSION OF RC STRUCTURES

Author(s)

SOBHANI J. | RAMEZANIANPOUR A.A. | Issue Writer Certificate

Keywords

CORROSION

CHLORIDE

CONCRETE

SERVICE LIFE

CRACKING

STOCHASTIC MODELING

Abstract

This paper describes the SERVICE LIFE of the reinforced CONCRETE (RC) structures in CHLORIDE laden environments. Presence of CHLORIDE ions is the most important causes of reinforcing steel CORROSION and the subsequent failure of the whole structure. In this paper, the rate of CHLORIDE transport in the CONCRETE is defined using Fick’s second law of diffusion. Various stages of CORROSION process are defined base on the available models. A stochastic model is introduced for RC structures CORROSION initiation period and cover CRACKING time period. It is concluded that a “Lognormal” distribution might best describe the initiation period of CORROSION. Moreover, it is found that the “Lognormal” and “Normal” distributions could define the CRACKING time of RC structures elements appropriately.

Cites

UNCERTAINTY ANALYSIS OF CORRODED REINFORCED CONCRETE STRUCTURES

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APA: Copy

SOBHANI, J., & RAMEZANIANPOUR, A.A.. (2007). CHLORIDE-INDUCED CORROSION OF RC STRUCTURES. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(5), 531-547. SID. https://sid.ir/paper/298752/en

Vancouver: Copy

SOBHANI J., RAMEZANIANPOUR A.A.. CHLORIDE-INDUCED CORROSION OF RC STRUCTURES. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(5):531-547. Available from: https://sid.ir/paper/298752/en

IEEE: Copy

J. SOBHANI, and A.A. RAMEZANIANPOUR, “CHLORIDE-INDUCED CORROSION OF RC STRUCTURES,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 5, pp. 531–547, 2007, [Online]. Available: https://sid.ir/paper/298752/en

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