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Abstract:	In der vorliegenden Arbeit werden theoretische und experimentelle Untersuchungen zur Beschreibung des lokalen und globalen Tragverhaltens von Holz-Beton-Verbunddecken, die an der Universität Innsbruck durchgeführt werden, zusammengefasst. Dabei werden auf der Basis eines Versuchsprogrammes Rechenformate zur lokalen Bemessung der einzelnen Verbindungen sowie der gesamten Verbundträger abgeleitet. Design Rules and Details for Construction of Grooves in Timber-Concrete-Composite Constructions This article presents a scientific work on timber concrete floor systems with grooves. Experimental and theoretical works done at university Innsbruck are presented in order to describe the local and global behavior of these shear-connectors. As a result, all relevant parameters as well as design rules are identified.
Source:	Beton- und Stahlbetonbau 106 (2011), No. 6
Page/s:	385-393
Language of Publication:	German

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