Engineering Mechanics

Proceedings Vol. 21 (2015)

ENGINEERING MECHANICS 2015

21st INTERNATIONAL CONFERENCE
May 11 – 14, 2015, Svratka, Czech Republic

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Editors: Jiří Náprstek and Cyril Fischer

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

Numerical Model on the Example of Experimental Investigations of a Punching in the Central Connection of the Slab with the Column Situated Eccentrically

B. Wieczorek
pages 358 - 359, full text

The topics of punching in slab-column connections of reinforced concrete structures are particularly important due to the safety of their exploit. The paper presents a spatial numerical model of connection between the slab and the column, where the column is situated eccentrically to the surface of the slab. The geometric and material parameters adapted in the numerical model were the same as in the experimental model. The numerical model bases on predefined material models of steel and concrete, taking into account non-linear dependences of the strength of these materials. The obtained results of calculations based on a numerical model have been compared with results of experimental investigations.

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Engineering Mechanics

International Conference

Proceedings Vol. 21 (2015)

ENGINEERING MECHANICS 2015