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Abstract:	Die mechanische Wirkungsweise der Dübelleisten zur Steigerung des Widerstands gegen Durchstanzen von Stahlbetonflachdecken wird ausführlich beschrieben. Die Ergebnisse von Bruchversuchen an mittig belasteten Innenstützen, an Rand- und Eckstützen werden erläutert und mit den theoretischen Erkenntnissen verglichen.
Source:	Beton- und Stahlbetonbau 76 (1981), No. 3
Page/s:	53-57, 100-104
Language of Publication:	German

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