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http://dx.doi.org/10.11112/jksmi.2014.18.5.068

Analysis Study on Fatigue Stress on the Orthotropic Steel Deck Applied Polymer Concrete Pavement  

Han, Bum-Jin (성균관대학교 초고층.장대교량학과)
Yoon, Sang-Il (성균관대학교 글로벌건설엔지니어링학과)
Choi, Byung-Jin (성균관대학교 글로벌건설엔지니어링학과)
Choi, Jin-Woong (성균관대학교 건설환경시스템공학과)
Park, Sun-Kyu (성균관대학교 글로벌건설엔지니어링학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.5, 2014 , pp. 68-77 More about this Journal
Abstract
In this study, polysulfide epoxy polymer concrete was chosen as an ultra thin bridge deck overlay, and the effect of polymer concrete pavement on the fatigue stress range of the orthotropic steel deck was analyzed through the comparative analysis with epoxy asphalt pavement and SFRC pavement. Abaqus was used to estimate the fatigue stress range, and signed von-mises stress was used to estimate fatigue stress range according to pavement materials and thickness, considering there were multi axis stresses which have longitudinal and lateral direction on the welded parts of the steel deck.
Keywords
Fatigue stress range; Orthotropic steel deck; Polymer concrete; Signed von-mises; Ultra-thin bridge deck overlay;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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