Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion

Author:

Lee Han-Seung,Cho Young-Sang

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Modelling and Simulation,Computational Mechanics

Reference13 articles.

1. Araki K, Takaya S, Hattori A, Miyagawa T (2007) Prediction of spalling crack initiation caused by reinforcement corrosion in concrete and maintenance concept of RC structures. Proc JCI Symp Dura Mech Concr Struct 1: 323–332

2. Architectural Institute of Japan (1991) Standard for structural calculation of reinforced concrete structures. AIJ, Tokyo, Japan

3. Conqi F, Karin L, Mario P, Kent G (2006) Bond behaviour of corroded reinforcing steel bars in concrete. Cem Concr Res 36: 1931–1938. doi: 10.1016/j.cemconres.2006.05.008

4. Hamada H, Kato E, Iwanami M, Yokota H (2007) Investigation of structural performance of RC beams with corrosion-damaged steel bars. Proc JCI Symp Dura Mech Concr Struct 1: 333–336

5. Hattori A, Miyagawa T (2001) Prediction of degradation and performance in RC beams subjected to chloride attack by corrosion monitoring. Proc 7th Int Conf Insp 1: 81–88

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