Proceedings Vol. 21 (2015)
ENGINEERING MECHANICS 2015
May 11 – 14, 2015, Svratka, Czech Republic
Copyright © 2015 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 82 - 83, full text
Assessment of punching resistance according to EC2 is based on the empirical model which was introduced in the Model Code 1990. In the current Model Code 2010 is presented a new physical model which is based on the "Critical Shear Crack Theory" by Muttoni and Schwartz [1]. Calculation of punching resistance of foundation slabs and footings was derived in both models using the principles which are valid for flat slabs. In addressing this issue it opens a space for discussion and analysis of possibilities to update, these models in a case of foundation members.
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