Experimental Analysis on Strengthening Materials of Orthotropic Steel Bridge Decks

被引:0
|
作者
Wang, Yuanqing [1 ]
Hu, Zongwen [1 ]
Pan, Peng [1 ]
Li, Yunsheng [2 ]
Shi, Yongjiu [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
[2] Shijiazhuang Railway Inst, Sch Civil Engn, Shijiazhuang 050043, Peoples R China
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
基金
中国国家自然科学基金;
关键词
Orthotropic Steel Bridge Decks; Crack; Fatigue Test;
D O I
10.4028/www.scientific.net/AMR.163-167.132
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Application of orthotropic steel bridge decks has become increasingly widespread, but with the growing traffic, the bridge decks frequently get fatigue damage, even forming cracks. This paper makes an overall analysis on the orthotropic steel bridge decks cracks of a certain bridge in Southern China, and experimentally studies on both in-situ and new strengthening materials, including low temperature impact toughness, conventional mechanical properties and fatigue performance. Test conclusions indicate that the two materials have good performance, which means the cracks have no business of in-situ materials, and the strengthening materials can be put into use.
引用
收藏
页码:132 / +
页数:2
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