About: Effect of different type of load tests on impact resistance of fibre reinforced Concrete Specimens

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	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. Results of impact load tests carried out on circular specimens with different type of fibre reinforcement and drop-weight impact tests are presented in this paper. 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. Results of impact load tests carried out on circular specimens with different type of fibre reinforcement and drop-weight impact tests are presented in this paper. (en)
Title	Effect of different type of load tests on impact resistance of fibre reinforced Concrete Specimens Effect of different type of load tests on impact resistance of fibre reinforced Concrete Specimens (en)
skos:prefLabel	Effect of different type of load tests on impact resistance of fibre reinforced Concrete Specimens Effect of different type of load tests on impact resistance of fibre reinforced Concrete Specimens (en)
skos:notation	RIV/68407700:21610/14:00222496!RIV15-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA13-12676S)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Řeháček, Stanislav Kolísko, Jiří Huňka, Petr Bouška, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	13235
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/14:00222496
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	impact load test; concrete; drop-weight test; steel fibres; specimen (en)
http://linked.open.../riv/klicoveSlovo	steel fibres concrete drop-weight test impact load test specimen
http://linked.open...ontrolniKodProRIV	[C5EAEFF93987]
http://linked.open...v/mistoKonaniAkce	Mumbai
http://linked.open...i/riv/mistoVydani	Hayderabad
http://linked.open...i/riv/nazevZdroje	Improving Performance of Concrete Structures
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Pokročilý výzkum UHPC matrice pro ultra tenké prvky s nekonvenční výztuží
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Huňka, Petr Kolísko, Jiří Řeháček, Stanislav Bouška, Petr
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-02-10 (xsd:date)
number of pages	7 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Universities Press
https://schema.org/isbn	978-81-7371-920-2
http://localhost/t...ganizacniJednotka	21610

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