Mechanical Performances of FRCM Shear-Strengthened Reinforced Concrete Beams: Experimental and Theoretical Investigation

Ombres L., Verre S.

10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE), İstanbul, Turkey, 8 - 10 December 2021, vol.198, pp.1416-1427 identifier identifier

  • Publication Type: Conference Paper / Full Text
  • Volume: 198
  • Doi Number: 10.1007/978-3-030-88166-5_123
  • City: İstanbul
  • Country: Turkey
  • Page Numbers: pp.1416-1427
  • Keywords: SRG, Shear strengthening, Reinforced concrete, Beams, RC BEAMS
  • Istanbul Technical University Affiliated: No

Abstract

In this paper, the mechanical behavior of reinforced concrete beams strengthened in shear with SRG (Steel Reinforced Grout) jackets is analyzed. An experimental investigation is carried out on 7 reinforced concrete beams strengthened in shear by U-shaped SRG (Steel Reinforced Grout) strips. The varied parameters were: the strengthening configuration (continuous and discontinuous), the distance between U-shaped strips and, the number of SRG layers.