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http://dx.doi.org/10.4334/JKCI.2002.14.5.668

Theoretical Analysis of Interface Debonding on the Strengthened RC Bridge Decks  

오홍섭 (한양대학교 토목 환경공학과)
심종성 (한양대학교 토목 환경공학과)
Publication Information
Journal of the Korea Concrete Institute / v.14, no.5, 2002 , pp. 668-676 More about this Journal
Abstract
Especially, when orthotropic material such as uni-dierectionally woven Carbon Fiber Sheet, resisting only the unidirectional tension, is used to strengthening bridge deck, the direction and width of the strengthening material should be considered very carefully. Thus, analysis of the failure characteristics and the premature failure mechanism of the strengthened decks based on the test results are required. In this study, the premature failure due to the interface debonding of strengthening material of the strengthened deck slab are inquired into failure mechanism through both experiments results and analyses with prototype strengthened deck specimens using carbon fiber sheet. From the test results, interface debonding of strengthening material is occured at the crack face
Keywords
interface debonding; premature failure mechanism; strengthened bridge deck;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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