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 |
推荐引用方式 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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