Different Type of Impact Load Tests on Fibre Reinforced Concrete Specimens

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00210282" target="_blank" >RIV/68407700:21610/13:00210282 - 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

Different Type of Impact Load Tests on Fibre Reinforced Concrete Specimens

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. Results of impact load tests carried out on circular specimens with different amount of the fibers, drop-weight impact tests are presented in this paper.

Název v anglickém jazyce

Different Type of Impact Load Tests on Fibre Reinforced Concrete Specimens

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. Results of impact load tests carried out on circular specimens with different amount of the fibers, drop-weight impact tests are presented in this paper.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI3%2F732" target="_blank" >FR-TI3/732: Aplikovaný výzkum ultra-vysokohodnotného betonu (UHPC) pro tenkostěnné skořepinové prvky</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

CCC 2013 - Concrete Structures in Urban Areas

ISBN

978-83-7125-229-7

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

440-443

Název nakladatele

Dolnoslaskie wydawnictwo edukacyjne

Místo vydání

Wroclaw

Místo konání akce

Wroclaw

Datum konání akce

4. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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