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Querkrafttragfähigkeit von Stahlbetonbauteilen ohne Querkraftbewehrung

Author(s):


Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 4, v. 110
Page(s): 244-253
DOI: 10.1002/best.201400063
Abstract:

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.

Keywords:
shear force shear bearing capacity shear high-strength concrete
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.201400063.
  • About this
    data sheet
  • Reference-ID
    10071659
  • Published on:
    24/04/2015
  • Last updated on:
    24/04/2015
 
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