Journal
STRUCTURAL CONCRETE
Volume 14, Issue 3, Pages 204-214Publisher
ERNST & SOHN
DOI: 10.1002/suco.201200064
Keywords
fib Model Code 2010; punching shear; flat slabs; critical shear crack theory; level of approximation; fib Model Code 2010; standards; regulations; guidelines; directives
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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.
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