Deformation of Foundation Structure and their Experimental Testing

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86099171" target="_blank" >RIV/61989100:27120/16:86099171 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Deformation of Foundation Structure and their Experimental Testing
Original language description
This paper deals with experimental tests of concrete foundation slabs which are loaded by concentrated load. Tests are carried out at the steel test frame structure which is placed open air at the Faculty of Civil Engineering in Ostrava. Tested slabs are usually by dimension 2 x 2m and have different thickness between 100 and 200mm. A lot of physical quantities are tested in those experiments and experiments are then multidisciplinary because geotechnical, acoustic, strain gauges and deformation measurements are conducted. This paper addresses especially with punching shear analysis and maximum punching resistance of tested slab. If the slab was failed by punching shear, it was monitored and measured dimension and shape of punching failure and results compared between themselves. Attention will be also given to contact surface which is changed during experimental test. Last but not last results from the experiment and results according to design methods used in EC2 are compared in this paper.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
International Journal of Theoretical and Applied Mechanics 2016. Volume 1
ISSN
2367-8992
e-ISSN
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Volume of the periodical
1
Issue of the periodical within the volume
1
Country of publishing house
CY - CYPRUS
Number of pages
6
Pages from-to
303-308
UT code for WoS article
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EID of the result in the Scopus database
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