Influence of explosion and fire on underground structures
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00213468" target="_blank" >RIV/68407700:21110/13:00213468 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Influence of explosion and fire on underground structures
Popis výsledku v původním jazyce
In the past it appeared that an explosion in a closed space of underground works together with an extreme increase of temperature influences the bearing capacity of underground structures, such as road and rail tunnels, underground power stations, underground parking, etc. The explosion is caused by various sources (terrorist attack, explosion of inflammable material positioned on freight cars, and such). The paper will be focused on tunnels and particularly on a response of the tunnel lining from concrete. A shock wave due to the explosion and the increased temperature leads to a spalling of concrete, i.e. to a reduction of thickness of the bearing structure. Relatively complicated system of equations affecting the lining and rock surrounding the tunnel will be simplified to a laminated cylinder on non-linear Winkler subsoil, involving the influence of explosion, change of temperature and cracking. It will be shown that the superheated vapor together with interacting waves of the open
Název v anglickém jazyce
Influence of explosion and fire on underground structures
Popis výsledku anglicky
In the past it appeared that an explosion in a closed space of underground works together with an extreme increase of temperature influences the bearing capacity of underground structures, such as road and rail tunnels, underground power stations, underground parking, etc. The explosion is caused by various sources (terrorist attack, explosion of inflammable material positioned on freight cars, and such). The paper will be focused on tunnels and particularly on a response of the tunnel lining from concrete. A shock wave due to the explosion and the increased temperature leads to a spalling of concrete, i.e. to a reduction of thickness of the bearing structure. Relatively complicated system of equations affecting the lining and rock surrounding the tunnel will be simplified to a laminated cylinder on non-linear Winkler subsoil, involving the influence of explosion, change of temperature and cracking. It will be shown that the superheated vapor together with interacting waves of the open
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
O - Projekt operacniho programu
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Development of Czech-Russian cooperation in Science Field of Building Claster
ISBN
978-80-01-05355-3
ISSN
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e-ISSN
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Počet stran výsledku
11
Strana od-do
46-56
Název nakladatele
CTU Publishing House
Místo vydání
Praha
Místo konání akce
Moskva
Datum konání akce
18. 11. 2013
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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