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    ISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author:
    Martin Neuenschwander
    ,
    Markus Knobloch
    ,
    Mario Fontana
    DOI: 10.1061/(ASCE)ST.1943-541X.0001695
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube columns with solid steel core are prefabricated innovative composite columns that are especially designed to achieve high fire resistance, even with high slenderness ratios and load levels. These features make them architecturally and economically appealing for use in high-rise buildings. Conceptually, their exceptional structural fire behavior is attributed to a process of gradual load redistribution to the solid steel core during fire that is thermally protected by the concrete infill. In this paper the results of a series of four ISO fire tests with concrete-filled steel tube columns with solid steel core of three different cross-sectional types and two different end conditions are presented. This novel experimental database for this type of composite column (1) validates the concept of their structural fire behavior; and (2) shows that, without additional fire protection, extraordinary fire resistance of almost 180 min can be achieved with common slenderness and load ratios with respect to building practice.
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      ISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core

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    contributor authorMartin Neuenschwander
    contributor authorMarkus Knobloch
    contributor authorMario Fontana
    date accessioned2017-12-30T13:01:06Z
    date available2017-12-30T13:01:06Z
    date issued2017
    identifier other%28ASCE%29ST.1943-541X.0001695.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244563
    description abstractConcrete-filled steel tube columns with solid steel core are prefabricated innovative composite columns that are especially designed to achieve high fire resistance, even with high slenderness ratios and load levels. These features make them architecturally and economically appealing for use in high-rise buildings. Conceptually, their exceptional structural fire behavior is attributed to a process of gradual load redistribution to the solid steel core during fire that is thermally protected by the concrete infill. In this paper the results of a series of four ISO fire tests with concrete-filled steel tube columns with solid steel core of three different cross-sectional types and two different end conditions are presented. This novel experimental database for this type of composite column (1) validates the concept of their structural fire behavior; and (2) shows that, without additional fire protection, extraordinary fire resistance of almost 180 min can be achieved with common slenderness and load ratios with respect to building practice.
    publisherAmerican Society of Civil Engineers
    titleISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core
    typeJournal Paper
    journal volume143
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001695
    page04016211
    treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    contenttypeFulltext
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