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
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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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