AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (13.7 MB)
Collect
AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline

Flexural performance of RC beams reinforced with textile reinforced concrete composite embedded prestressed CFRP bars

Ziqing LUO1Junhui LUO1Jiejun NING1Shiping YIN2a,2b( )Zirui LIU2a
Guangxi Beitou Transportation Maintenance Technology Group Co., Ltd., Nanning 530201, P. R. China
Jiangsu Key Laboratory of Disaster Impact and Intelligent Prevention in Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, P. R. China
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, P. R. China
Show Author Information

Abstract

The present study investigates the flexural performance of reinforced concrete beams reinforced with TRC composite embedded prestressed CFRP bars.To this end, a four-point flexural load test was carried out on one ordinary reinforced concrete beam and five beams reinfored with TRC composite embedded prestressed CFRP bars. The effects of slot size and diameter of CFRP bars on the flexural performance of the composite reinforced beams, including bearing capacity, failure mode and crack distribution, were analyzed. The test results show that the load increase of the composite reinforced beam is more obvious in each stage than that of the unreinforced beam. The ultimate load of the reinforced beam increases slightly with an increase of slot size and greatly with the increase of CFRP bar diameter. The flexural stiffness of the composite reinforced beam is obviously higher than that of the unreinforced beam. The increase of slot size and diameter of CFRP bars is not proportional to the increase of beam stiffness. The number of cracks in composite reinforced beams is obviously more than that of ordinary reinforced concrete beams, and the cracks show a fine and dense distribution characteristic, and it increases with the increase of slot size, but the diameter of CFRP bars has little effect. The ductility of the unreinforced beam is obviously higher than that of the reinforced beam on it. The ductility of the composite reinforced beam decreases with the increase of the diameter of the CFRP bar, and the increase of the slot size has no obvious effect on the ductility of the beam. Based on the calculation model of the cracking load of a single reinforced concrete beam proposed in the literature, a formula for calculating the cracking load of a composite reinforced concrete beam is proposed. The discrepancy between the calculated value and the test value is less than 6.5%, which indicates that the formula has adequate applicability.

CLC number: TU375.1 Document code: A Article ID: 2096-6717(2026)01-0164-10

References

【1】
【1】
 
 
Journal of Civil and Environmental Engineering
Pages 164-173

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
LUO Z, LUO J, NING J, et al. Flexural performance of RC beams reinforced with textile reinforced concrete composite embedded prestressed CFRP bars. Journal of Civil and Environmental Engineering, 2026, 48(1): 164-173. https://doi.org/10.11835/j.issn.2096-6717.2023.141

9

Views

0

Downloads

0

Crossref

0

Scopus

0

CSCD

Received: 03 September 2023
Published: 01 February 2026
© Journal of Civil and Environmental Engineering