Engineering Mechanics

International Conference

Proceedings Vol. 21 (2015)


ENGINEERING MECHANICS 2015

21st INTERNATIONAL CONFERENCE
May 11 – 14, 2015, Svratka, Czech Republic
;
Editors: Jiří Náprstek and Cyril Fischer

Copyright © 2015 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

ISBN 978-80-86246-42-0 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Statistical Safety Evaluation of EC2 and MC 2010 – Model for Assessment of Punching Resistance of Footings
J. Hanzel, L. Majtanova, J. Halvonik
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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