A parametric study on moment redistribution in FRP-strengthened continuous RC beams

Research output: Chapter or section in a book/report/conference proceedingChapter in a published conference proceeding

Abstract

Research has shown that despite the benefits of using Fibre Reinforcement Polymer (FRP) in increasing the shear or flexural strength of Reinforced Concrete (RC) members, there are concerns about the technique in some conditions. Ductility is one of the issues that still need to be investigated further, as research has shown that the brittle nature and premature failure of FRP materials added to statically indeterminate RC beams can limit the ductility or reduce the plastic rotational deformation prior to collapse. In this paper, an analytical model is proposed for measuring Moment Redistribution in continuous RC beams. A parametric study has been carried out to examine the behaviour. The results show the ability of these structures to redistribute moments but its level strongly depends on the amount and configuration of FRP used for the strengthening of the structure.
Original languageEnglish
Title of host publication11th International Symposium on Fiber Reinforced Polymer for Reinforced Concrete Structures (FRPRCS-11), 2013: Conference Proceedings
Pages203-204
Publication statusPublished - 26 Jun 2013
Event11th international symposium on fiber reinforced polymer for reinforced concrete structures (FRPRCS-11) 2013, conference proceedings - Uni of Minho, Guimaraes, Portugal
Duration: 26 Jun 201328 Jun 2013

Conference

Conference11th international symposium on fiber reinforced polymer for reinforced concrete structures (FRPRCS-11) 2013, conference proceedings
Country/TerritoryPortugal
CityGuimaraes
Period26/06/1328/06/13

Keywords

  • Analytical analysis; CFRP; Beam; Reinforced concrete; Flexural strengthening

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