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Flexural cracking behavior and crack width predictions of composite (steel plus UHPC) lightweight deck system
Luo, J; Shao, XD; Fan, W; Cao, JH; Deng, SW
刊名ENGINEERING STRUCTURES
2019
卷号Vol.194页码:120-137
关键词Ultra-high performance concrete (UHPC) Lightweight deck system Flexural performance Flexural crack spacing Crack width calculation
ISSN号0141-0296;1873-7323
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/4749601
专题湖南大学
作者单位1.Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Hunan, Peoples R China
2.Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
推荐引用方式
GB/T 7714
Luo, J,Shao, XD,Fan, W,et al. Flexural cracking behavior and crack width predictions of composite (steel plus UHPC) lightweight deck system[J]. ENGINEERING STRUCTURES,2019,Vol.194:120-137.
APA Luo, J,Shao, XD,Fan, W,Cao, JH,&Deng, SW.(2019).Flexural cracking behavior and crack width predictions of composite (steel plus UHPC) lightweight deck system.ENGINEERING STRUCTURES,Vol.194,120-137.
MLA Luo, J,et al."Flexural cracking behavior and crack width predictions of composite (steel plus UHPC) lightweight deck system".ENGINEERING STRUCTURES Vol.194(2019):120-137.
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