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    Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4

    New search for: Goode, C. Douglas
    New search for: Lam, Dennis

    This paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections.

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    Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4

    New search for: Goode, C. Douglas
    New search for: Lam, Dennis

    This paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections.

    Access

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    Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4

    New search for: Goode, C. Douglas
    New search for: Lam, Dennis

    This paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections.

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    Title:

    Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4

    Contributors:

    Goode, C. Douglas (author) / Lam, Dennis (author)

    Conference:

    International Conference on Composite Construction in Steel and Concrete 2008 ; 2008 ; Devil's Thumb Ranch, Tabernash, Colorado, United States

    Published in:

    Composite Construction in Steel and Concrete VI ; 317-325

    Publication date:

    2011-02-25

    ISBN:

    9780784411421

    DOI:

    https://doi.org/10.1061/41142(396)26

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Composite materials , Steel , Columns , Construction , Concrete , Failure loads , Tubes , Predictions , Composite structures , Composite bridges

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