Performance of CFRP-strengthened concrete filled steel tubes under axial compression

Zhi-Bin Wang, Zhong Tao, Lin-Hai Han

    Research output: Chapter in Book / Conference PaperConference Paperpeer-review

    Abstract

    ![CDATA[This paper presents an experimental study of concrete filled steel tubular (CFST) stub columns strengthened with carbon fiber reinforced polymer (CFRP) composites subjected to axial compression. Twenty specimens were tested to investigate the effects of steel tube shape, number of CFRP layers and steel wall thickness on the performance of the composite columns. The test results indicated that the CFRP jackets enhanced the load-bearing capacity for the circular columns effectively, whereas the enhancement was less significant for square columns. A simple model is proposed in this paper to calculate the ultimate strength of square CFST stub columns wrapped with CFRP. The predicted results are generally in good agreement with the experimental results.]]
    Original languageEnglish
    Title of host publicationProceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE-10), 19-21 October 2008, Changsha China
    PublisherScience Press
    Pages689-694
    Number of pages6
    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 → …

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