Archive

Published: Građevinar 72 (2020) 2
Paper type: Scientific paper-Preliminary report
Download article (Croatian): PDF
Download article (English): PDF
View count: 0

Mechanical behaviour of PVC-CFRP confined concrete column with RC beam joint subjected to axial load

Feng Yu, Zilong Li, Fang Yuan, Defeng Zhu, Zhengyi Kong

Abstract

An experimental investigation on failure mode, ultimate strength, strain variation, and load-displacement curves of PVC-CFRP confined concrete column with reinforced concrete (RC) beam joint (PCRBJ) subjected to axial load was conducted in this study. Samples of a PVC confined concrete column with RC beam joint (PRBJ) and nine PCRBJs were designed using the principle of weak column and strong joint. A numerical analysis approach for convenient prediction of the load-displacement curve of specimen was proposed. It was established that the estimated values are in good agreement with test data.

Keywords
PVC-FRP, reinforcement ratio, joint, ring beam, axial load, load-displacement curve

HOW TO CITE THIS ARTICLE:

Yu, F., Li, Z., Yuan, F., Zhu, D., Kong, Z.: Mechanical behaviour of PVC-CFRP confined concrete column with RC beam joint subjected to axial load, GRAĐEVINAR, 72 (2020) 2, pp. 151-164, doi: https://doi.org/10.14256/JCE.2661.2019

OR:

Yu, F., Li, Z., Yuan, F., Zhu, D., Kong, Z. (2020). Mechanical behaviour of PVC-CFRP confined concrete column with RC beam joint subjected to axial load, GRAĐEVINAR, 72 (2), 151-164, doi: https://doi.org/10.14256/JCE.2661.2019

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
1 Feng Yu WEB
Feng Yu
Anhui University of Technology, China
Dept. of Civil Engineering and Architecture
2 Zilong Li WEB
Zilong Li
Anhui University of Technology, China
Dept. of Civil Engineering and Architecture
Fang Yuan WEB
Fang Yuan
Anhui University of Technology, China
Dept. of Civil Engineering and Architecture
Defeng Zhu WEB
Defeng Zhu
Anhui University of Technology, China
Dept. of Civil Engineering and Architecture
5 Zhengyi Kong WEB
Zhengyi Kong
Anhui University of Technology, China
Dept. of Civil Engineering and Architecture