Anchoring system experimental study of carbon fiber cord reinforced shear beams with CFRP

Authors

DOI:

https://doi.org/10.5216/reec.v16i1.50483

Abstract

ABSTRACT: This study aims to evaluate the structural behavior of reinforced concrete beams, reinforced with carbon fiber fabric, using an anchoring mechanism composed of carbon fiber strand inserted in concrete. Five beams were used in order to evaluate the mechanism applied in shear reinforcements. All beams were applied to the transverse loadings and instrumented to measure the breaking load, vertical displacement, deformation specifically in steel, concrete and reinforcement and failure mode. The results concluded that the studied anchoring mechanism acts to prevent the structural element from premature destruction through detachment or loosening of the reinforcement. The main improvements were made in the ductility of the beams and increase in their load capacity, which made an increase of more than 300% over unreinforced beams. Through this result, it was concluded that the mooring system by insertion of carbon fiber strand was efficient for both types of reinforcement.

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Author Biographies

Adriano Vieira Risson, Centro Universitário Dinâmica das Cataratas - UDC

Professor do Curso de Engenharia Civil do Centro Universitário Dinâmica das Cataratas - UDC. Coordenador Adjunto de Engenharia Civil do Centro Universitário Dinâmica das Cataratas - UDC. Graduado em Engenharia Civil pelo Centro Universitário Dinâmica das Cataratas - UDC, Mestrado em Engenharia Civil (com ênfase em Engenharia de Estruturas) pela Universidade Estadual de Maringá - UEM.

Nara Villanova Menon, Universidade Estadual de Maringá - UEM

Professora do curso de Engenharia Civil da Universidade Estadual de Maringá - UEM. Coordenadora do Programa de Pós-Graduação em Engenharia Civil (com ênfase em engenharia de estruturas) da Universidade Estadual de Maringá - UEM.

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Published

2020-05-11

How to Cite

RISSON, A. V.; MENON, N. V. Anchoring system experimental study of carbon fiber cord reinforced shear beams with CFRP. REEC - Revista Eletrônica de Engenharia Civil, Goiânia, v. 16, n. 1, p. 16–25, 2020. DOI: 10.5216/reec.v16i1.50483. Disponível em: https://revistas.ufg.br/reec/article/view/50483. Acesso em: 15 jan. 2025.

Issue

Vol. 16 No. 1 (2020): [REEC] Revista Eletrônica de Engenharia Civil - Vol. 16, n° 1, 2020

Section

Construção Civil

License

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