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    Fire behaviour of hollow structural section steel columns filled with high strength concrete

    New search for: Schaumann, Peter
    New search for: Kodur, Venkatesh
    New search for: Bahr, Oliver

    AbstractThe use of hollow structural section (HSS) steel columns filled with high strength concrete (HSC) is becoming popular due to many advantages they offer. However, whereas the design rules for HSS columns filled with normal strength concrete are well established, there are many uncertainties for HSS columns filled with HSC. Results from numerical studies on the behaviour of HSS columns filled with HSC are presented. The studies were carried out based on both North American and European material properties for HSC and steel. Results show that required fire resistance in HSS columns can be obtained through the use of bar- or steel fibre-reinforcement in HSC.

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    Fire behaviour of hollow structural section steel columns filled with high strength concrete

    New search for: Schaumann, Peter
    New search for: Kodur, Venkatesh
    New search for: Bahr, Oliver

    AbstractThe use of hollow structural section (HSS) steel columns filled with high strength concrete (HSC) is becoming popular due to many advantages they offer. However, whereas the design rules for HSS columns filled with normal strength concrete are well established, there are many uncertainties for HSS columns filled with HSC. Results from numerical studies on the behaviour of HSS columns filled with HSC are presented. The studies were carried out based on both North American and European material properties for HSC and steel. Results show that required fire resistance in HSS columns can be obtained through the use of bar- or steel fibre-reinforcement in HSC.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Fire behaviour of hollow structural section steel columns filled with high strength concrete

    New search for: Schaumann, Peter
    New search for: Kodur, Venkatesh
    New search for: Bahr, Oliver

    AbstractThe use of hollow structural section (HSS) steel columns filled with high strength concrete (HSC) is becoming popular due to many advantages they offer. However, whereas the design rules for HSS columns filled with normal strength concrete are well established, there are many uncertainties for HSS columns filled with HSC. Results from numerical studies on the behaviour of HSS columns filled with HSC are presented. The studies were carried out based on both North American and European material properties for HSC and steel. Results show that required fire resistance in HSS columns can be obtained through the use of bar- or steel fibre-reinforcement in HSC.

    Access

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    Check availability in my library
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    Title:

    Fire behaviour of hollow structural section steel columns filled with high strength concrete

    Contributors:

    Schaumann, Peter (author) / Kodur, Venkatesh (author) / Bahr, Oliver (author)

    Published in:

    Journal of Constructional Steel Research ; 65 ; 1794-1802

    Publication date:

    2009-04-12

    Size:

    9 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/j.jcsr.2009.04.013

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    High strength concrete , Hollow structural section steel columns , Fire resistance , Tubular steel columns

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