Invistigating the effects of frp bars on the seismic behavior of reinforced concrete coupling beams

• Fallahi, Mojtaba ^[1] ; Roudsari, Sajjad Sayyar ^[2] ; Abu-Lebdeh, Taher M ^[2] ; Petrescu, Florian Ion T. ^[3]
  1. [1] Islamic Azad University of Ahar

     Islamic Azad University of Ahar

     Irán

     
  2. [2] North Carolina A&T State University
  3. [3] Bucharest Polytechnic University

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• Localización: Independent Journal of Management & Production, ISSN-e 2236-269X, Vol. 10, Nº. 8, 2019 (Ejemplar dedicado a: Special Edition SEng), págs. 1819-1833
• Idioma: inglés
• DOI: 10.14807/ijmp.v10i8.1058
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• Resumen

  • Sometimes, it is necessary to install regular openings like windows or doors in the shear walls. Such openings require special reinforcement. There are several methods for reinforcing deep beams, one of which is the use of fiber reinforced polymer bars. In this study, an experimental work on a coupled shear wall has been used to mode the system by using finite element method with ABAQUS software. The finite element model was established based on part of the experimental study and verified with the other parts of the experimental results. The comparison shows good agreement. In the study, three different types of fiber reinforced polymer bars were considered in improving the mechanical and structural behavior of RC coupling beams. Results of the finite element analysis showed the superiority of the CFRP bars in improving seismic behavior of the coupled shear wall comparing to GFRP and BFRP.

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