UNCONVENTIONALLY SHAPED TESTING SPECIMENS RELATING TO THE IMPACT RESISTANCE OF FIBRE REINFORCED CONCRETE

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00210974" target="_blank" >RIV/68407700:21610/13:00210974 - 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

UNCONVENTIONALLY SHAPED TESTING SPECIMENS RELATING TO THE IMPACT RESISTANCE OF FIBRE REINFORCED CONCRETE

Popis výsledku v původním jazyce

Fibre-reinforced composite materials are becoming important in many areas of technological application. In addition to the static load, such structures may be stressed with short-term dynamic loads or even dynamic impact loads during their lifespan. Dynamic effects can be significant especially for thin-walled shell structures and barrier constructions. Impact loading of construction components produces a complex process, where both the characteristics of the design itself and the material parameters influence the resultant behaviour. It is clear that reinforced concrete with fibers has a positive impact on increasing the resistance to impact loads. However, the assessment of the increase of this resistance has not been sufficiently verified experimentally. The first part of the project: laboratory load tests, aiming not only to determine the appropriate shape of test specimens, but also to evaluate and select appropriate ways to support the test specimens can be found in paper referen

Název v anglickém jazyce

UNCONVENTIONALLY SHAPED TESTING SPECIMENS RELATING TO THE IMPACT RESISTANCE OF FIBRE REINFORCED CONCRETE

Popis výsledku anglicky

Fibre-reinforced composite materials are becoming important in many areas of technological application. In addition to the static load, such structures may be stressed with short-term dynamic loads or even dynamic impact loads during their lifespan. Dynamic effects can be significant especially for thin-walled shell structures and barrier constructions. Impact loading of construction components produces a complex process, where both the characteristics of the design itself and the material parameters influence the resultant behaviour. It is clear that reinforced concrete with fibers has a positive impact on increasing the resistance to impact loads. However, the assessment of the increase of this resistance has not been sufficiently verified experimentally. The first part of the project: laboratory load tests, aiming not only to determine the appropriate shape of test specimens, but also to evaluate and select appropriate ways to support the test specimens can be found in paper referen

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA13-12676S" target="_blank" >GA13-12676S: Pokročilý výzkum UHPC matrice pro ultra tenké prvky s nekonvenční výztuží</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Concrete under Severe Conditions

ISBN

978-2-35158-124-7

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

1774-1781

Název nakladatele

RILEM Publications

Místo vydání

Cachan

Místo konání akce

Nanjing

Datum konání akce

23. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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