土木工程 |
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CFRP加固前后桥梁构件超载疲劳试验研究 |
孙晓燕1, 徐冲2 , 王海龙1 , 褚霁芳3 |
1. 浙江大学 建筑工程学院, 浙江 杭州 310058; 2.中国汉嘉设计集团股份有限公司, 浙江 杭州 310005;
3.中国建筑股份有限公司, 北京 100048 |
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Overloading simulation fatigue experiment of bridge member
with and without CFRP reinforcement |
SUN Xiao-yan1, XU Chong2, WANG Hai-long1, CHU Ji-fang3 |
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;2. Hanjia Design
Group of China, Hangzhou 310005, China; 3. China State Construction Co., Ltd., Beijing 100084, China |
引用本文:
孙晓燕, 徐冲 , 王海龙 , 褚霁芳. CFRP加固前后桥梁构件超载疲劳试验研究[J]. J4, 2012, 46(9): 1585-1591.
SUN Xiao-yan, XU Chong, WANG Hai-long, CHU Ji-fang. Overloading simulation fatigue experiment of bridge member
with and without CFRP reinforcement. J4, 2012, 46(9): 1585-1591.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.09.006
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I9/1585
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