Finite element analysis ofdebonding failures in CFRP-strengthened rectangular steel tubes subjected to an end bearing load

D. Fernando, T. Yu, Jinguang Teng

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

2 Citations (Scopus)

Abstract

The end bearing capacity of a rectangular steel tube can be substantially increased through local strengthening by bonding carbon fiber reinforced polymer (CFRP) plates to the webs of the steel tube. Existing studies have revealed that failure of such a strengthened tube generally occurs by debonding of the CFRP plates from the steel tube and the effectiveness of this strengthening method depends significantly on the properties of the adhesive. This paper presents a finite element (FE) study on debonding failures in such CFRP-strengthened rectangular steel tubes subjected to an end bearing load. In the proposed FE model, a bond-slip model developed by the authors' group for CFRP-to-steel interfaces with linear adhesives together with a mixed-mode cohesive law are employed to predict debonding failures. The FE model is shown to closely predict the experimental behavior of such CFRP-strengthened tubes.
Original languageEnglish
Title of host publicationProceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
PublisherInternational Institute for FRP in Construction (IIFC)
Publication statusPublished - 1 Jan 2012
Event6th International Conference on FRP Composites in Civil Engineering, CICE 2012 - Rome, Italy
Duration: 13 Jun 201215 Jun 2012

Conference

Conference6th International Conference on FRP Composites in Civil Engineering, CICE 2012
CountryItaly
CityRome
Period13/06/1215/06/12

Keywords

  • CFRP
  • Debonding
  • End bearing
  • FE modeling
  • Steel tubes
  • Strengthening

ASJC Scopus subject areas

  • Polymers and Plastics
  • Civil and Structural Engineering

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