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Load Bearing Behaviour of Cast-in Shear Dowels

Author(s):
Medium: journal article
Language(s): English
Published in: Beton- und Stahlbetonbau, , v. 102
Page(s): 31-37
DOI: 10.1002/best.200710103
Abstract:

Dowel bars are often used to transfer shear forces across expansion joints and also to create shear key connections, for example in precast concrete buildings, fixed on both sides into the adjacent reinforced concrete elements. This article gives an overview of the current state of the technology.

Recent shear tests performed with cast-in rebars, away from the edge, are presented and analysed. A design formula is derived to determine the transverse shear capacity of dowels cast into concrete, based on a modified support modulus method and taking into consideration the concrete yielding, and this is compared with existing theoretical approaches and experimental results.

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.200710103.
  • About this
    data sheet
  • Reference-ID
    10030619
  • Published on:
    04/03/2008
  • Last updated on:
    15/08/2014
 
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