Issue |
MATEC Web Conf.
Volume 195, 2018
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018)
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Article Number | 02005 | |
Number of page(s) | 6 | |
Section | Structural Engineering | |
DOI | https://doi.org/10.1051/matecconf/201819502005 | |
Published online | 22 August 2018 |
Analytical prediction of tension force on stirrups in concrete beams longitudinally reinforced with CFRP bars
Civil Engineering Department, Engineering Faculty, Andalas University, 25163, Padang, Indonesia
* Corresponding author: rendythamrin@gmail.com
An analytical study to predict the tension force of stirrups in concrete beams that are longitudinally reinforced with Carbon Fibre Reinforced Polymers (CFRP) bars was carried out. Modified Compression Field Theory (MCFT) was applied in this study and a computer program was developed to facilitate the calculation process. The analytical results were compared with empirical formula and test data adopted from experimental study. Three concrete beams longitudinally reinforced with CFRP bars and transversely reinforced with steel bars were tested. Stirrups spacing was used as test variable. The beams were tested until failure and strains on the stirrups measured. The comparison between test results and the MCFT results shows that MCFT predicts the growth of tension force in stirrups well.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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