中国工程科学Issue(8)：75-78,4.
南京长江第四大桥钢桥面铺装疲劳性能试验研究
Study on fatigue performance of steel deck pavement for the Fourth Nanjing Yangtze River Bridge
摘要
Abstract
Based on the steel deck pavement of the Fourth Nanjing Yangtze River Bridge,this paper car-ried out fatigue performance tests of the pavement at 20℃. In order to make the results reflecting the actual situa-tion of pavement more realistically,we used main bridge pavement’s mixes for molding specimens;molding and rolling composite beam with steel was at the construction site. The splitting fatigue tests and five stress levels of 0.2,0.3,0.4,0.5,0.6 were used to study the fatigue property of each layer;in addition,the fatigue tests of composite beams with steel plates and three load levels of 6 kN,7 kN,8 kN were chosen to study the fatigue property of the composite structure. Finally,the fatigue equation by regression analysis was got.关键词
道路工程/钢桥面铺装/疲劳性能/劈裂疲劳/疲劳方程Key words
highway engineering/steel deck pavement/fatigue property/splitting fatigue/fatigue equation分类
交通工程引用本文复制引用
詹俞,李国芬,王宏畅..南京长江第四大桥钢桥面铺装疲劳性能试验研究[J].中国工程科学,2013,(8):75-78,4.基金项目
住房和城乡建设部科技项目 （）
