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Retrofitting of reinforced concrete beams using composite laminates

Författare

Summary, in English

This paper presents the results of an experimental study to investigate the behaviour of structurally damaged full-scale reinforced concrete beams retrofitted with CFRP laminates in shear or in flexure. The main variables considered were the internal reinforcement ratio, position of retrofitting and the length of CFRP. The experimental results, generally, indicate that beams retrofitted in shear and flexure by using CFRP laminates are structurally efficient and are restored to stiffness and strength values nearly equal to or greater than those of the control beams. It was found that the efficiency of the strengthening technique by CFRP in flexure varied depending on the length. The main failure mode in the experimental work was plate debonding in retrofitted beams. (C) 2010 Elsevier Ltd. All rights reserved.

Avdelning/ar

Publiceringsår

2011

Språk

Engelska

Sidor

591-597

Publikation/Tidskrift/Serie

Construction and Building Materials

Volym

25

Issue

2

Dokumenttyp

Artikel i tidskrift

Förlag

Elsevier

Ämne

  • Mechanical Engineering

Nyckelord

  • Carbon fibre reinforced plastic (CFRP)
  • Strengthening
  • Retrofitting
  • Laminate
  • Reinforced concrete beam
  • Flexure
  • Debonding

Status

Published

ISBN/ISSN/Övrigt

  • ISSN: 0950-0618