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논문 기본 정보

자료유형
학술저널
저자정보
Hyung-Rae Kim (Hyundai Engineering & Construction) Won-Chang Choi (Gachon University) Sang-Chun Yoon (Gachon University) Takafumi Noguchi (The University of Tokyo)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.3 Supplement
발행연도
2016.9
수록면
43 - 52 (10page)

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초록· 키워드

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The degradation of the load-bearing capacity of reinforced concrete beams due to corrosion has a profoundly negative impact on the structural safety and integrity of a structure. The literature is limited with regard to models of bond characteristics that relate to the reinforcement corrosion percentage. In this study, uniaxial tensile tests were conducted on specimens with irregular corrosion of their reinforced concrete. The development of cracks in the corroded area was found to be dependent on the level of corrosion, and transverse cracks developed due to tensile loading. Based on this crack development, the average stress versus deformation in the rebar and concrete could be determined experimentally and numerically. The results, determined via finite element analysis, were calibrated using the experimental results. In addition, bond elements for reinforced concrete with corrosion are proposed in this paper along with a relationship between the shear stiffness and corrosion level of rebar.

목차

Abstract
1. Introduction
2. Experimental Program
3. Results and Discussion
4. Numerical Analysis
5. Conclusions
References

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UCI(KEPA) : I410-ECN-0101-2017-532-001401074