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Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer
Zhu, ZW; Xiang, Z; Zhou, YE
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;1873-5983
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/4749038
专题湖南大学
作者单位1.Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
2.Shantou Univ, Dept Civil & Environm Engn, Shantou 515063, Guangdong, Peoples R China
3.AECOM, Bridge Instrumentat & Evaluat, 12420 Milestone Ctr Dr, Germantown, MD 20876 USA
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GB/T 7714
Zhu, ZW,Xiang, Z,Zhou, YE. 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 Zhu, ZW,Xiang, Z,&Zhou, YE.(2019).Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,Vol.157,132-142.
MLA Zhu, ZW,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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