Please use this identifier to cite or link to this item: http://www.repositorio.ufc.br/handle/riufc/62193
Title in Portuguese: Experimental and Finite Element Analysis of Pullout Test on GFRP Rebars
Author: França, Luis Henrique Pereira
Damasceno Filho, Francisco Estevão
Medeiros Júnior, Marcelo Silva
Cabral, Antonio Eduardo Bezerra
Keywords: GFRP
Pullout
ABAQUS
Finite elements
Concrete
Issue Date: 2020
Publisher: Associação Brasileira de Métodos Computacionais em Engenharia (ABMEC) - https://cilamce.com.br/anais/index.php?ano=2020
Citation: FRANÇA, Luis Henrique Pereira; DAMASCENO FILHO, Francisco Estevão; MEDEIROS JÚNIOR, Marcelo Silva; CABRAL, Antônio Eduardo Bezerra. Experimental and finite element analysis of pullout test on GFRP rebars. In: IBERO-LATIN-AMERICAN CONGRESS ON COMPUTATIONAL METHODS IN ENGINEERING - CILAMCE, XLI., 16-19 nov. 2020, on-line. Proceedings[…], 2020.
Abstract: Rebars with fiber glass reinforced polymer (GFRP) are a viable option in highly aggressive environments. They also make the structure lighter, more sustainable and have high corrosion resistance. In this article, an experimental program was carried out to verify the maximum pullout force, in addition to a numerical analysis and computational simulation. The finite element method was used for the computational simulation of concrete reinforced with GFRP. A constant tractive force was applied at the end of the rebar, from which the strain and maximum principal stresses were analyzed. The displacements and concrete-GFRP adhesion were verified through the Hertz contact theory and Coloumb friction theory, in the ABAQUS software. The results showed that the incorporation of epoxy resin had little influence on the pullout force. The experimental and numerical analysis showed an increase of about 20% in the pullout force of the GFRP bars, although this should not be the only limiting factor for the use of GFRP rebars in civil construction.
URI: http://www.repositorio.ufc.br/handle/riufc/62193
metadata.dc.type: Artigo de Evento
ISSN: 2675-6269
Appears in Collections:DECC - Trabalhos apresentados em eventos

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