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Abstract:	Zur Analyse des Schubrißverhaltens wurden am Institut für Massivbau der RWTH Aachen (IMB) experimentelle Untersuchungen an Normal- und Hochleistungsbeton durchgeführt. Hierbei wurde die anwachsende Rißöffnung unter Einsatz der digitalen Photogrammetrie verfolgt, um hieraus auf die im Bruchzustand übertragbaren Reibungskräfte zu schließen. Aufbauend auf den experimentellen Ergebnissen wurde das Schubrißverhalten theoretisch untersucht.
Source:	Bautechnik 79 (2002), No. 3
Page/s:	135-143
Language of Publication:	German

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