Fatigue experiments on CFRP repaired welded thin-walled RHS-to-RHS cross-beam connection

Zhigang Xiao, Xiao-Ling Zhao, Fidelis R. Mashiri, Bin Xu

    Research output: Chapter in Book / Conference PaperConference Paper

    Abstract

    ![CDATA[Cracked thin-walled rectangular hollow section (RHS)-to-RHS cross-beam connections are repaired with carbon fibre reinforced polymer (CFRP) composites and constant amplitude fatigue experiments are conducted on them. A pilot test is first conducted on a square hollow section (SHS)-to-SHS T-connection to explore an effective method of applying CFRP. Due to the “peel off” effect at the corner region of the SHS-to-SHS specimen, early debonding appears in the pilot test which only results in a small increase in fatigue life. Circumferential or transverse restraining CFRP patches are added in the RHS-to-RHS cross-beam specimens which prevent early debonding successfully and lead to significant increase in fatigue life.]]
    Original languageEnglish
    Title of host publicationProceedings of the 10th International Symposium on Structural Engineering for Young Experts (ISSEYE10), held in Changsha, China, 19-21 Oct., 2008
    PublisherScience Press
    Number of pages8
    ISBN (Print)9787030227058
    Publication statusPublished - 2008
    EventInternational Symposium on Structural Engineering for Young Experts -
    Duration: 19 Oct 2008 → …

    Conference

    ConferenceInternational Symposium on Structural Engineering for Young Experts
    Period19/10/08 → …

    Keywords

    • polymers
    • polymer engineering
    • carbon fibers
    • fatigue

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