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Bemessung der Lastdurchleitung hochfester Stahlbetonstützen durch normalfeste Flachdecken nach EN 1992-1-1

Author(s):
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 10, v. 106
Page(s): 672-684
DOI: 10.1002/best.201100053
Abstract:

Transmission of forces of high strength concrete columns through normal strength flat slabs - design according to EN 1992-1-1

A specially designed slab column joint can transmit forces of high strength columns trough normal strength flat slabs. Presently none of the in Germany officially acknowledged codes for structural engineering (including the Eurocodes) provide with direct design rules for those slab column joints. Hence, this article presents a design method for highly loaded slab column joints which combines rules for strut and tie models, partially loaded areas and confined concrete according to DIN EN 1992-1-1. This design method is validated with selected tests and could enable the engineer to design highly loaded slab column joints on the basis of officially acknowledged codes.

Keywords:
node EC 2 portal legs punching beam models tension perpendicular to the grain stresses 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.201100053.
  • About this
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  • Reference-ID
    10066240
  • Published on:
    08/05/2012
  • Last updated on:
    13/08/2014
 
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