Key Parameters in the Calculation of the Reinforcement of Rectangular Columns with FRP. Review of Design Guidelines and Comparison with Experimental Results

Castro V. J., de Diego A., Martinez S., Echevarria L., Pedro Gutierrez J.

10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE), İstanbul, Turkey, 8 - 10 December 2021, vol.198, pp.519-530 identifier identifier

  • Publication Type: Conference Paper / Full Text
  • Volume: 198
  • Doi Number: 10.1007/978-3-030-88166-5_44
  • City: İstanbul
  • Country: Turkey
  • Page Numbers: pp.519-530
  • Keywords: Design recommendations, Confinement, RC columns, Large scale, Models, STRESS-STRAIN MODEL, CONCRETE COLUMNS, BEHAVIOR
  • Istanbul Technical University Affiliated: No

Abstract

It has been shown after several studies, that in view of the need to strengthen the deficient columns of reinforced concrete (RC), one of the most attractive and used techniques to increase strength and strain capacity, is the confinement of concrete whit FRP (fibre reinforced polymers).