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Experimental and Analytical Studies on Steel-Reinforced Concrete Composite Members with Bonded Prestressed CFRP tendon under Eccentric Tension

Deng, Yu; Shen, Minhe; Zhang, Hexin; Zhang, Peng; Yueng, Terry Y.P.; Hansapinyo, Chayanon; Usmani, Asif; Khan, Afrasyab; Zhao, Jia-Jian

Authors

Yu Deng

Peng Zhang

Terry Y.P. Yueng

Chayanon Hansapinyo

Asif Usmani

Afrasyab Khan

Jia-Jian Zhao



Abstract

This paper reported the very earliest experimental and analytical studies on the bonded Prestressed CFRP tendon enhanced Steel Reinforced Concrete (PSRC) members under eccentric tensile loads. Eight PSRC members were tested under monotonic eccentric tensile loading, and three Steel Reinforced Concrete (SRC) members were simultaneously tested for comparison. The load-deflection relationship, the strain distributions as well as the crack propagation and fracture of concrete were investigated experimentally and analytically. The results demonstrated an improvement in the eccentric tensile capacity of PSRC members upon increasing both the steel and reinforcement ratios, or by reducing the prestress eccentricity. The results also suggested that an enhancement in the level of prestressing increased can decrease the crack propagation and lateral deflection. Moreover, the validity of the plane-section assumption was confirmed. An analytical model was proposed for predicting the elastic bending capacity of the PSRC members based on the experimental results. The study provided an in-depth understanding of the structural behaviour of PSRC members with bonded prestressed CFRP tendon under the eccentric tension underpinned by the elaborate experimental design and practical analytical model.

Journal Article Type Article
Acceptance Date May 17, 2021
Online Publication Date May 21, 2021
Publication Date 2021-09
Deposit Date May 17, 2021
Publicly Available Date May 22, 2022
Print ISSN 0263-8223
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 271
Article Number 114124
DOI https://doi.org/10.1016/j.compstruct.2021.114124
Keywords steel-reinforced concrete composite structure; eccentric tension; bonded prestressed CFRP; prestressed steel-reinforced concrete composite structure
Public URL http://researchrepository.napier.ac.uk/Output/2773178

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Experimental And Analytical Studies On Steel-Reinforced Concrete Composite Members With Bonded Prestressed CFRP Tendon Under Eccentric Tension (accepted version) (5.5 Mb)
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http://creativecommons.org/licenses/by-nc-nd/4.0/

Copyright Statement
Accepted version licensed under a Crative Commons Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) license.




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