Background to fib Model Code 2010 shear provisions (part II)
punching shear
| Author(s): |
Aurelio Muttoni
Miguel Fernández Ruiz Evan Bentz Stephen Foster Viktor Sigrist |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Structural Concrete, September 2013, 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 |
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data sheet - Reference-ID
10069261 - Published on:
15/12/2013 - Last updated on:
08/06/2020
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