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  4. Background to fib Model Code 2010 shear provisions - Part II: Punching shear
 
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Background to fib Model Code 2010 shear provisions - Part II: Punching shear

Publikationstyp
Journal Article
Date Issued
2013
Sprache
English
Author(s)
Muttoni, Aurelio  
Fernández Ruiz, Miguel  
Bentz, Evan  
Foster, Stephen  
Sigrist, Viktor  
Institut
Massivbau B-7  
TORE-URI
http://hdl.handle.net/11420/7547
Journal
Structural concrete  
Volume
14
Issue
3
Start Page
204
End Page
214
Citation
Structural Concrete 3 (14): 204-214 (2013)
Publisher DOI
10.1002/suco.201200064
Scopus ID
2-s2.0-84883514317
Publisher
Wiley
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.
Subjects
critical shear crack theory
fib Model Code 2010
flat slabs
level of approximation
punching shear
DDC Class
690: Hausbau, Bauhandwerk
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