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Author(s):	Hegger, J.; Bertram, G.
Title:
Abstract:	Ultra-Hochfester Beton (UHPC = Ultra-High Performance Concrete) ist hervorragend geeignet für vorgespannte Bauteile. Um eine sichere und dennoch wirtschaftliche Bemessung von vorgespannten Trägern mit sofortigem Verbund vornehmen zu können, muss das Verankerungsverhalten der Litzen bekannt sein. Die hohen Verbundfestigkeiten führen zu kurzen Übertragungslängen und verbessern dadurch die Querkrafttragfähigkeit. Bei Vorspannung mit sofortigem Verbund ist eine Mindestbetondeckung entscheidend, um Längsrisse im Verankerungsbereich zu vermeiden, die einen erheblichen Verlust an Verbundfestigkeit und im Extremfall ein Verankerungsversagen zur Folge haben. In diesem Beitrag, der im Rahmen des von der Deutschen Forschungsgemeinschaft geförderten Schwerpunktprogramms SPP 1182 entstand, werden die Untersuchungsergebnisse zum Verbundverhalten von Litzen in UHPC vorgestellt. Teil 1 behandelt die experimentellen Untersuchungen und Teil 2 die Herleitung eines Verbundmodells zur Berechnung der Übertragungslänge. Bond Behavior of prestressed Strands in UHPC. Part 1: Tests on Bond Strength and Transfer Length Ultra-High Performance Concrete (UHPC) is an appropriate construction material for pretensioned girders. To ensure an economic and safe design a detailed knowledge of the behavior of pretensioned strands in the anchorage zone is essential. The dimension of the bond anchorage zone favors the cost-effective design of pretensioned girders, especially when the shear resistance is decisive. However, a minimum concrete cover has to be maintained to avoid splitting cracks in the transmission zone, since they lead to an uncontrolled increase in transfer length and may cause a premature anchorage failure. This paper, which resulted from the priority program SPP 1182 funded by the German Research Foundation, presents the results of investigations on the bond behavior of strands in UHPC. Part 1 deals with the experimental investigations and in part 2 a bond model is derived to design the transfer length.
Source:	Beton- und Stahlbetonbau 105 (2010), No. 6
Page/s:	379-389
Language of Publication:	German

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