Study on bond characteristics of CFRP/steel double-lap shear joints at subzero temperature exposure

Ahmed Al-Shawaf, Riadh Al-Mahaidi, Xiao Ling Zhao

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

6 Citations (Scopus)

Abstract

This paper addresses the effect of subzero environmental exposures on the bond characteristics between CFRP and steel plates. A series of tensile tests were conducted on CFRP/steel plates specimens joined together in double-lap shear joints and subjected to 20ºC, 0ºC, -20ºC, and -40ºC environmental exposures. Normal modulus (240 GPa) unidirectional carbon fibre plies were used in strengthening the epoxide matrix. The aim of the current experimental work is to determine the debonding strength, elongation development and lap-shear stress and slip variation under subzero exposures. This will help in establishing the feasibility of using CFRP in retrofitting steel structures at extremely cold environments.

Original languageEnglish
Title of host publicationComposites in Civil Engineering, CICE 2006
EditorsAmir Mirmiran, Antonio Nanni
PublisherInternational Institute for FRP in Construction (IIFC)
Pages71-74
Number of pages4
ISBN (Electronic)0615135862, 9780615135861
Publication statusPublished - 2020
Externally publishedYes
Event3rd International Conference on Composites in Civil Engineering, CICE 2006 - Miami, United States
Duration: 13 Dec 200615 Dec 2006

Publication series

NameComposites in Civil Engineering, CICE 2006

Conference

Conference3rd International Conference on Composites in Civil Engineering, CICE 2006
Country/TerritoryUnited States
CityMiami
Period13/12/0615/12/06

Keywords

  • CFRP (Carbon Fibre Reinforced Polymer)
  • Debonding Failure
  • Double-Lap Shear
  • Effective Bond Length
  • Subzero temperature

ASJC Scopus subject areas

  • Surfaces and Interfaces

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