This HTML5 document contains 53 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
n12http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n10http://purl.org/net/nknouf/ns/bibtex#
n9http://localhost/temp/predkladatel/
n8http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n7http://linked.opendata.cz/resource/domain/vavai/projekt/
n20http://linked.opendata.cz/ontology/domain/vavai/
n19https://schema.org/
shttp://schema.org/
n4http://linked.opendata.cz/ontology/domain/vavai/riv/
skoshttp://www.w3.org/2004/02/skos/core#
n6http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F68407700%3A21610%2F14%3A00218297%21RIV15-MSM-21610___/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n16http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n5http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n21http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n17http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n15http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n13http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F14%3A00218297%21RIV15-MSM-21610___
rdf:type
skos:Concept n20:Vysledek
dcterms:description
Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data. Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data. Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data.
dcterms:title
Determination of Mechanical Properties of Textile Glass Reinforcement STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE
skos:prefLabel
Determination of Mechanical Properties of Textile Glass Reinforcement STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE
skos:notation
RIV/68407700:21610/14:00218297!RIV15-MSM-21610___
n4:aktivita
n11:S n11:P
n4:aktivity
P(GA13-12676S), S
n4:dodaniDat
n13:2015
n4:domaciTvurceVysledku
n8:2659603 n8:6357946 Kostelecká, Michaela n8:4430352 n8:7715781
n4:druhVysledku
n15:D
n4:duvernostUdaju
n5:S
n4:entitaPredkladatele
n6:predkladatel
n4:idSjednocenehoVysledku
47127
n4:idVysledku
RIV/68407700:21610/14:00218297
n4:jazykVysledku
n21:cze
n4:klicovaSlova
Textile Glass Reinforcement; Mechanical Properties; AR-glass; Weft Direction; Warp Direction
n4:klicoveSlovo
n16:AR-glass n16:Warp%20Direction n16:Weft%20Direction n16:Mechanical%20Properties n16:Textile%20Glass%20Reinforcement
n4:kontrolniKodProRIV
[0E822D975055]
n4:mistoKonaniAkce
Černá Hora
n4:mistoVydani
Brno
n4:nazevZdroje
Ekologie a nové stavební hmoty a výrobky ICEBMP 2014
n4:obor
n17:JM
n4:pocetDomacichTvurcuVysledku
5
n4:pocetTvurcuVysledku
5
n4:projekt
n7:GA13-12676S
n4:rokUplatneniVysledku
n13:2014
n4:tvurceVysledku
Rydval, Milan Kostelecká, Michaela Vokáč, Miroslav Bittner, Tomáš Bouška, Petr
n4:typAkce
n12:CST
n4:zahajeniAkce
2014-06-03+02:00
s:numberOfPages
5
n10:hasPublisher
VUSTAH - Výzkumný ústav stavebních hmot
n19:isbn
978-80-87397-16-9
n9:organizacniJednotka
21610