Conclusions from blast resistance field tests of FRC and RC specimens

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00198032" target="_blank" >RIV/68407700:21110/12:00198032 - 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

Conclusions from blast resistance field tests of FRC and RC specimens

Popis výsledku v původním jazyce

According to recent publications, from 2005 to 2008 there were more than 13000 terrorist attacks around the world, which took more than 73000 human lives. The attacks were targeted mainly on the technical and civic infrastructure, like governmental buildings, bridges, etc. Due to improved ductility, fibre-reinforced concrete (FRC) shows better performance under blast and impact loading compared to conventionally reinforced concrete. Field tests of FRC and reinforced concrete specimens were performed incooperation with the Czech Army corps and Police of the Czech Republic in the military training area Boletice. The test were performed using real scale precast slabs and 25 kg (55.125 lb) of TNT charges placed in distance from the slab for better simulation of real in-situ conditions. The paper presents conclusions from two sets of tests and results of their numerical evaluation.

Název v anglickém jazyce

Conclusions from blast resistance field tests of FRC and RC specimens

Popis výsledku anglicky

According to recent publications, from 2005 to 2008 there were more than 13000 terrorist attacks around the world, which took more than 73000 human lives. The attacks were targeted mainly on the technical and civic infrastructure, like governmental buildings, bridges, etc. Due to improved ductility, fibre-reinforced concrete (FRC) shows better performance under blast and impact loading compared to conventionally reinforced concrete. Field tests of FRC and reinforced concrete specimens were performed incooperation with the Czech Army corps and Police of the Czech Republic in the military training area Boletice. The test were performed using real scale precast slabs and 25 kg (55.125 lb) of TNT charges placed in distance from the slab for better simulation of real in-situ conditions. The paper presents conclusions from two sets of tests and results of their numerical evaluation.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI3%2F531" target="_blank" >FR-TI3/531: Zvýšení trvanlivosti betonových konstrukcí vystavených extrémním zatížením</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

SP-289 Recent Advances in Concrete Technology and Sustainability Issues

ISBN

978-1-62276-641-3

ISSN

0193-2527

e-ISSN

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Počet stran výsledku

15

Strana od-do

185-199

Název nakladatele

American Concrete Institute

Místo vydání

Michigan

Místo konání akce

Praha

Datum konání akce

30. 10. 2012

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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