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	Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer
	Zhiwen Zhu; Ze Xiang; Y. Edward Zhou
刊名	Journal of Constructional Steel Research
	2019
卷号	Vol.157页码:132-142
关键词	Orthotropic steel deck Fatigue Ultra-high performance concrete Finite element method Stress range Fatigue life
ISSN号	0143-974X
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4611252
专题	湖南大学
作者单位	1.c Bridge Instrumentation and Evaluation, AECOM, 12420 Milestone Center Drive, Germantown, MD 20876, United States a College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China 2.Department of Civil and Environmental Engineering, Shantou University, Shantou, Guangdong 515063, China
推荐引用方式 GB/T 7714	Zhiwen Zhu,Ze Xiang,Y. Edward Zhou. Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer[J]. Journal of Constructional Steel Research,2019,Vol.157:132-142.
APA	Zhiwen Zhu,Ze Xiang,&Y. Edward Zhou.(2019).Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer.Journal of Constructional Steel Research,Vol.157,132-142.
MLA	Zhiwen Zhu,et al."Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer".Journal of Constructional Steel Research Vol.157(2019):132-142.

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