Flexural ductility of CFRP strengthened concrete beams-experimental investigation

Riyad S. Aboutaha, Prapun Wattanadechachan, Sang Hun Kim

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Scopus citations

Abstract

The amount of tension reinforcing steel bars plays a major role in determining the flexural ductility of reinforced concrete beams. The addition of Carbon Fiber Reinforced Polymer (CFRP) composites, which is another form of tension reinforcement. affects the ductility of concrete beams strengthened with CFRP sheets. Several researches have investigated the use of CFRP for increasing the flexural strength of concrete beams. However, the flexural ductility of beams with respect to the amount and yield strength of existing ordinary steel bars has not been investigated in depth. In addition, delamination of CFRP sheets dominates the ultimate mode of failure of flexural members strengthened with CFRP sheets, which limits the ductility of strengthened members. There is a need to investigate the effect of CFRP anchorage system on the overall ductility of strengthened girders. This paper presents the results of an experimental investigation of nine large-scale reinforced concrete beams strengthened with CFRP composite sheets. The main variables are the amount of the existing reinforcing steel bars, yield strength of steel bars. and the type ofCFRP anchorage. The amount (size and type) of the longitudinal CFRP sheets was maintained constant. Test results showed that the lower the amount of existing ordinary steel bars the lower the flexural ductility of the CFRP strengthened beams. Test results have also shown that CFRP anchorage could significantly increase the flexural ductility of CFRP strengthened beams. Such important findings should be reflected on the design equations of CFRP sheets required for strengthening existing reinforced concrete beams to ensure an acceptable level of flexural ductility.

Original languageEnglish (US)
Title of host publicationThe Art and Science of Structural Concrete Design
EditorsS. Ali Mirza
PublisherAmerican Concrete Institute
Pages207-220
Number of pages14
ISBN (Electronic)9780870311147
StatePublished - May 22 2003
EventArt and Science of Structural Concrete Design at the 2002 ACI Spring Convention - Detroit, United States
Duration: Apr 21 2002Apr 26 2002

Publication series

NameAmerican Concrete Institute, ACI Special Publication
VolumeSP-213
ISSN (Print)0193-2527

Conference

ConferenceArt and Science of Structural Concrete Design at the 2002 ACI Spring Convention
Country/TerritoryUnited States
CityDetroit
Period4/21/024/26/02

Keywords

  • Bond
  • Bridges
  • Carbon fiber reinforced polymer (CFRP)
  • CFRP anchorage
  • Composite
  • Concrete beams
  • Ductility
  • Fiber reinforced polymer (FRP)
  • Flexural strength
  • Strengthening

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

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