Concrete-filled VHS-to-mild steel plate fabricated section stub column tests

Fidelis R. Mashiri, Brian Uy, Hamid Naderloo

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

    Abstract

    ![CDATA[Six stub columns fabricated using very high strength (VHS) tube and mild steel facet plates were concrete filled and tested under axial compression. Load-deformation curves were used to determine the maximum axial compressive strength of the specimens. Various standards for composite construction from Europe, North America and Australia, were used to estimate the section capacity of the composite stub columns for comparison with the maximum axial compressive strength determined experimentally. The estimation of section capacity is based on both nominal and measured material properties of the steel and concrete. Base on this comparison a recommendation is made for the formula that can be used to estimate the strength of stub columns fabricated using very high strength (VHS) tube and mild steel facet plates.]]
    Original languageEnglish
    Title of host publicationProceedings of the 6th International Symposium on Steel Structures (ISSS-2011), November 3-5, 2011, Seoul, Korea
    PublisherKorean Society of Steel Construction
    Pages913-918
    Number of pages6
    Publication statusPublished - 2011
    EventInternational Symposium on Steel Structures -
    Duration: 3 Nov 2011 → …

    Conference

    ConferenceInternational Symposium on Steel Structures
    Period3/11/11 → …

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