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http://dx.doi.org/10.11112/jksmi.2011.15.2.079

Effect of Initial Flexural Crack on Resistance to Chloride Penetration into Reinforced Concrete Members  

Yang, Eun Ik (강릉원주대학교 토목공학과)
Jin, Sang Ho ((주)한국해외기술공사)
Kim, Myung Yu (강릉원주대학교 토목공학과)
Choi, Yoon Suk (강릉원주대학교 토목공학과)
Han, Sang Hun (한국해양연구원)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.15, no.2, 2011 , pp. 79-87 More about this Journal
Abstract
In this study, the chloride penetration tests were performed for the initially cracked reinforced concrete members. The chloride diffusion characteristics and the critical crack width are compared, and the properties of self-healing are investigated. According to the test results, the chloride penetration resistance was greatly reduced as the surface crack width increased. When the mineral admixtures are added, the chloride penetration resistance of uncracked specimens were effectively increased, however, in case of the blast furnace slag and fly ash, the cracked specimens showed the more reduced resistance than OPC case, inversely. Also, the critical width was $29{\mu}m$, on average, for immersion test. The crack width with $4{\sim}15{\mu}m$ was restored by self-healing, The parts restored by self-healing were seemed to be visually restored, however, the chloride penetration resistance was not restored, perfectly.
Keywords
Crack; Chloride ion; Diffusion coefficient; Critical crack width; Self-healing;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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