Deformation of Foundation Structure and their Experimental Testing

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Deformation of Foundation Structure and their Experimental Testing

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Deformation of Foundation Structure and their Experimental Testing

Popis výsledku anglicky

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.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

International Journal of Theoretical and Applied Mechanics 2016. Volume 1

ISSN

2367-8992

e-ISSN

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Svazek periodika

1

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

CY - Kyperská republika

Počet stran výsledku

6

Strana od-do

303-308

Kód UT WoS článku

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EID výsledku v databázi Scopus

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