Investigation on flexural behavior of steel-UHPC composite beams with steel shear keys-Reference-Cited by-同舟云学术

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Investigation on flexural behavior of steel-UHPC composite beams with steel shear keys

Published:2023-12 Issue: Volume:211 Page:108158
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ge Wenjie,Zhang Zhiwen,Ashour Ashraf,Jiang Hongbo,Liu Yan,Li Shengcai,Cao Dafu

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Research and practice of composite steel-concrete beams in China;Nie;China Civl. Eng. J.,1999

2. Progress in research and application of composite steel concrete bridges;Fan;Prog. Steel Buil. Struct.,2006

3. Composition of reactive powder concretes;Richard;Cem. Concr. Res.,1995

4. Reactive powder concrete with high ductility and 200∼800 MPa compressive strength;Richard;ACI SP,1994

5. Ultra-high performance concrete: from fundamental to applications;Azmee;Case Stud. Constr. Mater.,2018

Cited by 2 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. Experimental study on flexural behavior of steel-laminated concrete (NC and UHPC) composite beams with corrugated steel webs;Engineering Structures;2024-05

2. Experimental investigation on flexural performance of UHPC beams reinforced with steel-FRP bars;Archives of Civil and Mechanical Engineering;2024-04-23

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