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Abstract:	Ausbetonierte Hohlprofilstützen mit massiven Einstellprofilen stellen eine attraktive Möglichkeit dar, schlanke Stützen auch bei hohen Lasten zu realisieren und gleichzeitig hohe Anforderungen an den Feuerwiderstand zu erfüllen. Das Tragverhalten im Brandfall unterscheidet sich dabei grundlegend von dem anderer ausbetonierter Hohlprofilstützen, die bei gleicher Querschnittsfläche deutlich geringere Lasten abtragen. Dieser Beitrag behandelt Ergebnisse eines Forschungsprojektes, in dem das Tragverhalten einer runden Verbundstütze mit massivem Stahlkern im Brandfall experimentell untersucht wurde. Nach Erreichen der Feuerwiderstandsklasse R 90 wurde die Stütze bis zum Erreichen der Traglast belastet. Im Zuge der Untersuchungen wurde die Entwicklung der Temperaturen im Querschnitt ermittelt und den Ergebnissen numerisch ermittelter Temperaturfeldberechnungen gegenübergestellt. Thermal and structural response of concrete-filled tubular columns with massive steel core in case of fire Concrete-filled tubular columns with embedded massive steel core represent an attractive constructional possibility to design slender columns that are both resisting high loads and fulfil requirements concerning the fire resistance. The structural behaviour in case of fire thereby differs from the typical behaviour of concrete-filled tubular columns without steel core, which carry remarkably lower loads. In the following paper, the thermal and mechanical behaviour of a circular composite column with embedded massive steel core is investigated experimentally. After achieving the fire resistance class R 90, the column was loaded up to failure and thus the residual bearing capacity was ascertained. Furthermore, the measurement of temperatures within the individual parts of the cross-section was another aspect of the experimental investigations. Those data are additionally compared to numerically calculated temperatures.
Source:	Bautechnik 92 (2015), No. 5
Page/s:	330-334
Language of Publication:	German

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