<b>Rounded corners columns strengthened with CFRP</b> - doi: 10.4025/actascitechnol.v35i3.15124

  • Leonyce Sousa de Santos Universidade Federal do Pará
  • Iana Ingrid Rocha Damasceno Universidade Federal do Pará
  • Leila Cristina Nunes Ribeiro Universidade Federal do Pará
  • Dênio Ramam Carvalho de Oliveira Universidade Federal do Pará
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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Author Biography

Dênio Ramam Carvalho de Oliveira, Universidade Federal do Pará
Prof. Dr. da Faculdade de Engenharia Civil da UFPA, coordenador do Laboratório de Estruturas e do Grupo de Análise Experimental de Estruturas e Materiais. Pesquisador de Produtividade do CNPq e Consultor da CAPES. Atua principalmente nas áreas de estruturas de concreto armado e patologias das estruturas.
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&gt; - doi: 10.4025/actascitechnol.v35i3.15124. Acta Scientiarum. Technology, 35(3), 463-468. https://doi.org/10.4025/actascitechnol.v35i3.15124
Section
Civil Engineering

 

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0.8
2019CiteScore
 
 
36th percentile
Powered by  Scopus