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Author(s):	Roik, K.; Bergmann, R.; Mangerig, I.
Title:
Abstract:	Es wird über 34 Versuche berichtet. Hauptgegenstand der Untersuchungen war der Einfluß des Langzeitverhaltens des Betons auf die Traglast. Kriechen und Schwinden sowie Schwinden allein führten zu einer Abminderung der Traglast verglichen mit der Kurzzeittraglast. Die Bemessungsmethode der DIN 18806 konnte durch Versuche bestätigt werden.
Source:	Stahlbau 59 (1990), No. 1
Page/s:	15-19
Language of Publication:	German

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