Fatigue behavior of CFRP repaired non-load carrying cruciform welded joints

Tao Chen, X Guo, Xiao Zhao

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

1 Citation (Scopus)

Abstract

In recent years, large amount of research has been conducted on carbon fibre reinforced polymer (CFRP) strengthening of steel members. There is very limited work on CFRP strengthening of welded connections. This paper reports an experimental study on the use of CFRP sheets to rehabilitate non-load carrying cruciform welded joints subjected to fatigue loading. Failure modes and corresponding fatigue lives were rec-orded during tests. Thereafter, series of numerical analyses were performed to understand the effects of weld toe radius, layer of CFRP sheets and Young's modulus of reinforced materials on local stress concentration at weld toe. It was found that fatigue life of such welded connections can be enhanced by CFRP sheets. A para-metric study was also carried out. It was found that the weld toe radius and the number of CFRP layers are the key parameters influencing the stress concentration factors of such joint. © 2011 Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg.

Original languageEnglish
Title of host publicationAdvances in FRP Composites in Civil Engineering - Proceedings of CICE 2010
EditorsLieping Ye, Peng Feng, Qingrui Yue
Place of PublicationChina
PublisherTsinghua University Press
Pages907-910
Number of pages4
ISBN (Print)0787302239109
Publication statusPublished - 2011
EventInternational Conference on FRP Composites in Civil Engineering (CICE) 2010 - Beijing, China
Duration: 27 Sept 201029 Sept 2010
Conference number: 5th

Conference

ConferenceInternational Conference on FRP Composites in Civil Engineering (CICE) 2010
Abbreviated titleCICE 2010
Country/TerritoryChina
CityBeijing
Period27/09/1029/09/10

Cite this