Bond behaviour between UHM CFRP plate and steel plate under fatigue loading

Chao Wu, Xiao Ling Zhao, Wing Kong Chiu, Riadh Saleh Hassan Al-Mahaidi, Wenhui Duan

Research output: Chapter in Book/Report/Conference proceedingConference PaperResearchpeer-review

2 Citations (Scopus)

Abstract

The fatigue effect on the bond behaviour between ultra high modulus (UHM) CFRP plate and steel plate is investigated in this paper. A series of tests on CFRP-steel double strap joints (DSJ) was conducted. Five specimens were tensioned to failure under static loading as control specimens. The other twelve specimens were tested under fatigue loading with load ratios ranging from 0.2 to 0.6 (defined as the ratio of the maximum load in the fatigue test to the average static bond strength of control specimens). After a certain number of fatigue cycles, five specimens failed during fatigue loading and the other seven specimens survived. For specimens failed during fatigue loading, a linear logarithm relationship between the fatigue life and load ratio was achieved. Surviving specimens were later tensioned to failure under static loading. The failure modes and residual strength of surviving specimens were compared with those of control specimens. It was found that the failure modes and residual bond strength of double strap joints were little affected by the fatigue loading.
Original languageEnglish
Title of host publicationFRP Composites in Civil Engineering: CICE 2012 : 6th International Conference on FRP Composites in Civil Engineering
EditorsG Monti
Place of PublicationCanada
PublisherInternational Institute for FRP in Construction
Pages1 - 8
Number of pages8
Publication statusPublished - 2012
EventInternational Conference on FRP Composites in Civil Engineering (CICE) 2012 - Rome, Italy
Duration: 13 Jun 201215 Jun 2012
Conference number: 6th

Conference

ConferenceInternational Conference on FRP Composites in Civil Engineering (CICE) 2012
Abbreviated titleCICE 2012
CountryItaly
CityRome
Period13/06/1215/06/12

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