Large rupture strain (LRS) fibre-reinforced polymer (FRP) composites for seismic retrofit of reinforced concrete (RC) piers

Jianguo Dai, Y. L. Bai

Research output: Chapter in book / Conference proceedingChapter in an edited book (as author)Academic researchpeer-review

9 Citations (Scopus)

Abstract

Large rupture strain (LRS) fibre-reinforced polymer (FRP) composites are usually made of polyethylene naphthalate (PEN) or polyethylene terephthalate (PET) fibres. They have a relatively low elastic modulus but a much larger rupture strain (usually greater than 5%) as compared to conventional FRP composites (i.e. carbon FRP, glass FRP and aramid FRP), and therefore provide a cheaper but more effective solution for the seismic retrofit of reinforced concrete (RC) columns. This chapter first discusses the strength and ductility of LRS FRP-confined concrete subjected to monotonic and cyclic compressive loading and then discusses the behaviour and design of RC piers seismically retrofitted with LRS FRP composites under cyclic lateral loading.
Original languageEnglish
Title of host publicationAdvanced Composites in Bridge Construction and Repair
PublisherElsevier Inc.
Pages117-139
Number of pages23
ISBN (Electronic)9780857097019
ISBN (Print)9780857096944
DOIs
Publication statusPublished - 7 May 2014

Keywords

  • Confinement
  • Fibre-reinforced polymer
  • Large rupture strain
  • Reinforced concrete (RC) pier
  • Seismic retrofit

ASJC Scopus subject areas

  • Engineering(all)
  • Materials Science(all)

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