Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F11%3A00185462" target="_blank" >RIV/68407700:21610/11:00185462 - 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

Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete

Popis výsledku v původním jazyce

Fiber-reinforced composite materials are becoming important in many areas of technological application. In addition to the static load, 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. It is clear that reinforced concrete with fibers has a positive impact on increasing the resistance to impact loads. However, the assessment of the increaseof this resistance has not been sufficiently verified experimentally. 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 and first results of impact loads tests are presented.

Název v anglickém jazyce

Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete

Popis výsledku anglicky

Fiber-reinforced composite materials are becoming important in many areas of technological application. In addition to the static load, 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. It is clear that reinforced concrete with fibers has a positive impact on increasing the resistance to impact loads. However, the assessment of the increaseof this resistance has not been sufficiently verified experimentally. 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 and first results of impact loads tests are presented.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F09%2F0055" target="_blank" >GA103/09/0055: Odolnost cementovláknových kompozitů proti rázovému zatížení</a><br>

Návaznosti

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

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Material Problems in Civil Engineering

ISBN

978-83-7242-607-9

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

331-338

Název nakladatele

Politechnika Krakowska

Místo vydání

Krakow

Místo konání akce

Cracow

Datum konání akce

20. 6. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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