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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F11%3A00185462%21RIV12-GA0-21610___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
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 increase of 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. 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 increase of 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.
dcterms:title
Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete
skos:prefLabel
Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete Effect of Size and Shape of the Specimen on Impact Resistance of Steel Fibre Reinforced Concrete
skos:notation
RIV/68407700:21610/11:00185462!RIV12-GA0-21610___
n12:predkladatel
n18:orjk%3A21610
n4:aktivita
n11:P
n4:aktivity
P(GA103/09/0055)
n4:dodaniDat
n16:2012
n4:domaciTvurceVysledku
n5:5122961 n5:2297817 n5:7968426
n4:druhVysledku
n6:D
n4:duvernostUdaju
n17:S
n4:entitaPredkladatele
n19:predkladatel
n4:idSjednocenehoVysledku
196458
n4:idVysledku
RIV/68407700:21610/11:00185462
n4:jazykVysledku
n22:eng
n4:klicovaSlova
fibre cementitious composites; impact resistence; circular specimens
n4:klicoveSlovo
n8:impact%20resistence n8:fibre%20cementitious%20composites n8:circular%20specimens
n4:kontrolniKodProRIV
[4DCF422B0C20]
n4:mistoKonaniAkce
Cracow
n4:mistoVydani
Krakow
n4:nazevZdroje
Material Problems in Civil Engineering
n4:obor
n21:JM
n4:pocetDomacichTvurcuVysledku
3
n4:pocetTvurcuVysledku
3
n4:projekt
n9:GA103%2F09%2F0055
n4:rokUplatneniVysledku
n16:2011
n4:tvurceVysledku
Řeháček, Stanislav Huňka, Petr Šimůnek, Ivo
n4:typAkce
n14:WRD
n4:zahajeniAkce
2011-06-20+02:00
s:numberOfPages
8
n20:hasPublisher
Politechnika Krakowska
n7:isbn
978-83-7242-607-9
n3:organizacniJednotka
21610