Experimental and numerical studies on flexural behavior of fiber continuous joints of precast UHPC decks-Reference-Cited by-同舟云学术

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Experimental and numerical studies on flexural behavior of fiber continuous joints of precast UHPC decks

Published:2022-09-05 Issue:1 Volume:24 Page:1328-1347
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zhao Qiu¹,Zhang Hao¹^ORCID,Yang Jianping²,Yang Xiaoqiang¹^ORCID,Wang Ying¹^ORCID,Lai Zhichao¹

Affiliation:

1. College of Civil Engineering, Fuzhou University Fuzhou China

2. CCCC Second Harbor Engineering Co., Ltd. Wuhan Hubei China

Funder

Department of Education, Fujian Province

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200214

Reference41 articles.

1. Performance-based seismic design framework for RC floor diaphragms in dual systems

2. A review on durability properties of strain hardening fibre reinforced cementitious composites (SHFRCC)

3. Anchorage of composite dowels in UHPC under fatigue loading

4. Experimental study on the performance of the UHPC longitudinal joint between existing bridge decks and lateral extensions

5. Calculation method for flexural capacity of high strain-hardening ultra-high performance concrete T-beams

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shear behavior of precast bridge deck panels with UHPC wet joints;Engineering Structures;2024-10

2. Shear behavior and design of headed studs embedded in steel-UHPC composite structures;Structures;2024-01

3. Experimental and numerical studies on shear behavior of prefabricated bridge deck slabs with compact UHPC wet joint;Case Studies in Construction Materials;2023-12

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