Analytical approach in assessment of deflection of thick concrete plates

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60162694%3AG43__%2F21%3A00557395" target="_blank" >RIV/60162694:G43__/21:00557395 - isvavai.cz</a>

Výsledek na webu

<a href="http://ieeexplore.ieee.org/xpl/mostRecentIssue.jsp?punumber=9502737" target="_blank" >http://ieeexplore.ieee.org/xpl/mostRecentIssue.jsp?punumber=9502737</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1109/ICMT52455.2021.9502793" target="_blank" >10.1109/ICMT52455.2021.9502793</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Analytical approach in assessment of deflection of thick concrete plates

Popis výsledku v původním jazyce

This paper deals with analytical assessment of deflection od thick concrete slabs under shock and impact loading caused by the blast wave. The process started with the determination of the shock wave characteristics and the loading which the wave causes. Based on the experimental measurement, the peak was obtained. Subsequently, the reflected overpressure was calculated together with the transformation of the shock loading to quasi static loading. The experimental measurement to determine the strength of concrete of the concrete slab was carried out in the next step. Based on these input parameters, the deflection of the slab was calculated with analytical approach and compared with the experiment measurement, where both results show agreement. From the analytical assessment process, it can be concluded, that the analytically obtained results shows dependence on the input parameters mostly connected to the assessed material, therefore their determination is essential.

Název v anglickém jazyce

Analytical approach in assessment of deflection of thick concrete plates

Popis výsledku anglicky

This paper deals with analytical assessment of deflection od thick concrete slabs under shock and impact loading caused by the blast wave. The process started with the determination of the shock wave characteristics and the loading which the wave causes. Based on the experimental measurement, the peak was obtained. Subsequently, the reflected overpressure was calculated together with the transformation of the shock loading to quasi static loading. The experimental measurement to determine the strength of concrete of the concrete slab was carried out in the next step. Based on these input parameters, the deflection of the slab was calculated with analytical approach and compared with the experiment measurement, where both results show agreement. From the analytical assessment process, it can be concluded, that the analytically obtained results shows dependence on the input parameters mostly connected to the assessed material, therefore their determination is essential.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

50901 - Other social sciences

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2021

Kód důvěrnosti údajů

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

Název statě ve sborníku

2021 8th International Conference on Military Technologies, ICMT 2021 - Proceedings

ISBN

978-1-6654-3724-0

ISSN

—

e-ISSN

—

Počet stran výsledku

4

Strana od-do

—

Název nakladatele

Institute of Electrical and Electronics Engineers Inc.

Místo vydání

Brno

Místo konání akce

Brno, the Czech Republic

Datum konání akce

8. 6. 2021

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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