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Background to fib Model Code 2010 shear provisions (part II)

punching shear

Author(s):




Medium: journal article
Language(s): en 
Published in: Structural Concrete, , n. 3, v. 14
Page(s): 204-214
DOI: 10.1002/suco.201200064
Abstract:

This paper outlines the theoretical background to the punching shear provisions implemented in the fib Model Code for Concrete Structures 2010 and presents a practical example of their application. The aim is to explain the mechanical model that forms the basis for the punching design equations, to justify the relevance of the provisions and to show their suitability for the design and assessment of structures.

Keywords:
flat slabs critical shear crack theory fib Model Code 2010 punching shear level of approximation
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/suco.201200064.
  • About this
    data sheet
  • Reference-ID
    10069261
  • Published on:
    15/12/2013
  • Last updated on:
    08/06/2020