Experimental investigation on flexural performance of UHPC beams reinforced with steel-FRP bars-Reference-Cited by-同舟云学术

Experimental investigation on flexural performance of UHPC beams reinforced with steel-FRP bars

Published:2024-04-23 Issue:2 Volume:24 Page:
ISSN:2083-3318
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Yan Weihua,Zhang Rui,Sushant Subedi,Ashour Ashraf,Fu Shihu,Qiu Linfeng,Zhang Zhiwen,Ge Wenjie^ORCID

Funder

High-End Foreign Experts Project of Ministry of Science and Technology, China

Jiangsu Construction System Science and Technology Project

Yangzhou City and University Science and Technology Cooperation Fund Project

Yangzhou Construction System Science and Technology Project

Nantong Jianghai (226) talents project and the Research Project of Jiangsu Civil Engineering and Architecture Society

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s43452-024-00947-0.pdf

Reference42 articles.

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2. Aydın E, Boru E, Aydın F. Effects of FRP bar type and fiber reinforced concrete on the flexural behavior of hybrid beams. Constr Build Mater. 2021;279:122407.

3. Pour AK. Experimental and numerical evaluation of steel fibres RC patterns influence on the seismic behaviour of the exterior concrete beam-column connections. Eng Struct. 2022;263:114358.

4. Zhang W, Liu X, Huang Y, Tong M. Reliability-based analysis of the flexural strength of concrete beams reinforced with hybrid BFRP and steel rebars. Archiv Civ Mech Eng. 2022;171:22.

5. Soliman NA, Tagnit-Hamou A. Using glass sand as an alternative for quartz sand in UHPC. Constr Build Mater. 2017;145:243–52.

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