Testing of FRC foundation slab under eccentric load

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242193" target="_blank" >RIV/61989100:27120/19:10242193 - 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

Testing of FRC foundation slab under eccentric load

Popis výsledku v původním jazyce

Interaction between the soil and the structure is complex problematic. For the better understanding of the behaviour of the flat concrete slab in contact with the subsoil series of tests were performed in the Faculty of Civil Engineering in Ostrava in the Czech Republic. This article focuses on the fibre reinforced concrete flat slab with dimensions 2000 x 2000 x 150 mm loaded by eccentric force. The article describes the course, results and the evaluation of the experimental test, which was performed on special test equipment Stand over a one-day period. Slab was loaded in steps until the maximum bearing capacity of the slab was reached. The deformations of the top surface of the slab were monitored by 24 sensors. During the experiment, concrete deformation and cracks was also observed. Deformation curves in the middle cross-section of the slab were evaluated from the measured data.

Název v anglickém jazyce

Testing of FRC foundation slab under eccentric load

Popis výsledku anglicky

Interaction between the soil and the structure is complex problematic. For the better understanding of the behaviour of the flat concrete slab in contact with the subsoil series of tests were performed in the Faculty of Civil Engineering in Ostrava in the Czech Republic. This article focuses on the fibre reinforced concrete flat slab with dimensions 2000 x 2000 x 150 mm loaded by eccentric force. The article describes the course, results and the evaluation of the experimental test, which was performed on special test equipment Stand over a one-day period. Slab was loaded in steps until the maximum bearing capacity of the slab was reached. The deformations of the top surface of the slab were monitored by 24 sensors. During the experiment, concrete deformation and cracks was also observed. Deformation curves in the middle cross-section of the slab were evaluated from the measured data.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA16-08937S" target="_blank" >GA16-08937S: Stav napětí a deformace vláknobetonových kompozitů v interakci se zemním prostředím</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures

ISBN

978-2-940643-00-4

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

380-386

Název nakladatele

International Federation for Structural Concrete

Místo vydání

Lausanne

Místo konání akce

Krakov

Datum konání akce

27. 5. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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