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Author(s):

Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 9, v. 108
Page(s): 641-653
DOI: 10.1002/best.201300039
Abstract:

Punching shear design of footings - present code provisions: parametric study and comparison with test results

Since 2012, Eurocode 2 and the corresponding National Annex have been introduced in Germany. Most design provisions were adopted from Model Code 1990 and provide a new design approach for ground slabs and footings. For Model Code 2010, the design concept was again revised and introduced in the Swiss standard SIA262:2013. In this paper, the design equations for the determination of the punching capacity according to Eurocode 2, the German annex to Eurocode 2, Model Code 2010, and SIA 262:2013 are presented in detail.
Parameter studies are used to examine the influence of the main punching parameters (shear span depth-ratio, effective depth, longitudinal reinforcement ratio, and concrete compressive strength) on the punching shear resistance of footings. To quantify the safety level and the efficiency, the design provisions are compared to systematic test series.

Keywords:
Eurocode foundations standards EC dimensioninig punching Model Code 2010 SIA 262
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.201300039.
  • About this
    data sheet
  • Reference-ID
    10069231
  • Published on:
    14/12/2013
  • Last updated on:
    13/08/2014
 
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