<b>Rounded corners columns strengthened with CFRP</b> - doi: 10.4025/actascitechnol.v35i3.15124
Keywords:
reinforced concrete, structural strengthening, carbon fiber
Abstract
Experimental results for twelve concrete columns with rectangular cross sections under axial compression are presented and discussed. Nine columns were strengthened with one layer of Carbon Fiber Reinforced Polymer (CFRP) at their ends. The study aimed to evaluate the performance of strengthened columns with several rounded corners radii. The results showed that the rounded corner columns presented a better performance and ultimate resistance but still with brittle failures.
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Published
2013-02-27
How to Cite
Santos, L. S. de, Damasceno, I. I. R., Ribeiro, L. C. N., & Oliveira, D. R. C. de. (2013). <b>Rounded corners columns strengthened with CFRP</b> - doi: 10.4025/actascitechnol.v35i3.15124. Acta Scientiarum. Technology, 35(3), 463-468. https://doi.org/10.4025/actascitechnol.v35i3.15124
Issue
Section
Civil Engineering
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0.8
2019CiteScore
36th percentile
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0.8
2019CiteScore
36th percentile
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