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Author(s):	Ehlig, D.; Jesse, F.; Curbach, M.
Title:
Abstract:	Im Rahmen experimenteller Untersuchungen wurden Stahlbetonplatten hergestellt, mit verschiedenen textilen Bewehrungen verstärkt, durch Belastung bis 125% Gebrauchslast vorgeschädigt und anschließend unter Gebrauchslast mit einer Brandbelastung nach der Einheitstemperaturkurve (ISO-834, Cellulosic curve) beaufschlagt. Alle Platten hielten der Brandbelastung bei gleichzeitiger Biegebeanspruchung mehr als 60 Minuten stand und zeigten weder Betonabplatzungen noch andere optische Schädigungen auf. Die für dieses überraschend positive Ergebnis verantwortlichen Mechanismen werden diskutiert, sind aber noch nicht vollständig verstanden. Eine Schlüsselrolle spielt dabei vermutlich das gute Rissverhalten von Textilbeton und interne Lastumlagerungen zwischen Textil- und Stahlbewehrung. Textile Reinforced Concrete Strengthened Slabs under Fire Loading Within an experimental study steel reinforced concrete slabs were produced and strengthened with different types of textile reinforcements. They were than pre-damaged with 125% service load and subsequently exposed to fire loading (ISO-834, Cellulosic curve) under simultaneous service load. The tests lasted up to 60 minutes with no specimen failed. The slabs did not show any visual damage nor concrete spalling. We discuss the presumably reasons for that surprisingly positive test result, although mechanisms are not yet fully understood. The excellent crack control of TRC and load redistribution between textile and steel reinforcement as well as load redistribution in the slabs are assumedly key mechanisms that contribute to the excellent fire resistance.
Source:	Beton- und Stahlbetonbau 105 (2010), No. 2
Page/s:	102-110
Language of Publication:	German

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