FATIGUE BEHAVIOR ANALYSIS OF STEEL-CONCRETE COMPOSITE BRIDGE DECK
Due to the heavy vehicle traffic and environmental attacks, deterioration of the bridge decks is usually accelerated. Bridge deck often requires repairs and the deteriorated one should be rehabilitated or replaced. For these reasons, service life of the conventional bridge deck is several times shorter than those of other primary bridge components.Therefore, this research wishes to examine behavior characteristic of steel-concrete composite bridge deck through fatigue test for the steel-concrete composite bridge deck that have higher stiffness than existent RC deck and fatigue design guide line including fatigue life characteristic.
Bridge Deck Steel- Concrete Composite fatigue design guide line
Kab-soo Kyung Soon-Chul Kwon Hye-Yeon Park Chang-Won Sun
University of Koreamaritime, Korea
国际会议
The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)
烟台·北京
英文
549-555
2007-10-10（万方平台首次上网日期，不代表论文的发表时间）