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Tran, Ngoc Linh; Kohoutek, Jaroslav; Graubner, Carl-Alexander

In diesem Artikel wird ein neues Berechnungsmodell zur Abschätzung der Querkrafttragfähigkeit von Stahlbetonbauteilen ohne Querkraftbewehrung vorgestellt. Das innovative Querkraftmodell basiert auf analytischen Ansätzen und ermöglicht eine Vorhersage der Querkrafttragfähigkeit von Stahlbetonbauteilen mit großer Genauigkeit. Bei der Herleitung des Modells werden die wichtigsten Einflussgrößen auf die Querkrafttragfähigkeit dargestellt und auf ihren Anteil an der Gesamttragfähigkeit hin untersucht.

Shear strength of reinforced concrete members without stirrups
In this article a new calculation model for shear strength of reinforced concrete members without stirrups is introduced. The innovative shear model is based on analytic approaches and allows accurate prediction of the shear capacity of reinforced concrete members. In the derivation of the model the most important influencing parameters on the shear carrying capacity are presented and their shares on the total shear strength are examined.
Source:     Beton- und Stahlbetonbau 110 (2015), No. 4
Page/s:     244-253
Language of Publication:     German

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