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Precast steel-UHPC lightweight composite bridge for accelerated bridge construction

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成果类型:
期刊论文
作者:
Deng, Shuwen;Shao, Xudong;Zhao, Xudong;Wang, Yang;Wang, Yan
通讯作者:
Shao, Xudong(shaoxd@vip.163.com)
作者机构:
[Deng, Shuwen] Hunan Agr Univ, Coll Water Resources & Civil Engn, Changsha 410128, Peoples R China.
[Wang, Yang; Deng, Shuwen; Zhao, Xudong; Shao, Xudong; Wang, Yan] Hunan Univ, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Hunan, Peoples R China.
通讯机构:
[Xudong Shao] K
Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China
语种:
英文
关键词:
accelerated bridge construction;ultrahigh-performance concrete;steel—UHPC composite bridge;UHPC girder-to-girder joint
期刊:
结构与土木工程前沿(英文版)
ISSN:
2095-2430
年:
2021
卷:
15
期:
2
页码:
364-377
基金类别:
The authors gratefully acknowledge the following support: National Key R&D Program (No. 2018YFC0705400), National Natural Science Foundation of China (Grant No. 51778223), Major Program of Science and Technology of Hunan Province (No. 2017SK1010). The authors also express their sincere appreciation to the reviewers of this paper for their constructive comments and suggestions.
机构署名:
本校为第一机构
摘要:
In this study, a fully precast steel—ultrahigh performance concrete (UHPC) lightweight composite bridge (LWCB) was proposed based on Mapu Bridge, aiming at accelerating construction in bridge engineering. Cast-in-place joints are generally the controlling factor of segmental structures. Therefore, an innovative girder-to-girder joint that is suitable for LWCB was developed. A specimen consisting of two prefabricated steel—UHPC composite girder parts and one post-cast joint part was fabricated to determine if the joint can effectively transfer...

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