Two type of impact load tests, tested on fibre reinforced concrete specimens

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00212755" target="_blank" >RIV/68407700:21610/13:00212755 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.043" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2013.09.043</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.043" target="_blank" >10.1016/j.proeng.2013.09.043</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Two type of impact load tests, tested 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 behavior. 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 prisms with different amount of the fibers and drop-weight impact tests are presented in this paper.

Název v anglickém jazyce

Two type of impact load tests, tested 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 behavior. 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 prisms with different amount of the fibers and drop-weight impact tests are presented in this paper.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Kumulativní časově závislé procesy ve stavebních materiálech a konstrukcích</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 and Concrete Structures 2013

ISBN

—

ISSN

1877-7058

e-ISSN

1877-7058

Počet stran výsledku

6

Strana od-do

278-283

Název nakladatele

University of Žilina

Místo vydání

Žilina

Místo konání akce

Terchivá - Vrátná dolina

Datum konání akce

23. 10. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000345157600042