This HTML5 document contains 51 embedded RDF statements represented using HTML+Microdata notation.

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

Namespace Prefixes

PrefixIRI
n21http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n20http://purl.org/net/nknouf/ns/bibtex#
n8http://localhost/temp/predkladatel/
n19http://linked.opendata.cz/resource/domain/vavai/projekt/
n10http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n17http://linked.opendata.cz/resource/domain/vavai/subjekt/
n7http://linked.opendata.cz/ontology/domain/vavai/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n4http://linked.opendata.cz/ontology/domain/vavai/riv/
n15http://bibframe.org/vocab/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n6http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n14http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n11http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n18http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n9http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F68407700%3A21610%2F13%3A00212754%21RIV14-GA0-21610___/
n22http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n16http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n5http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F13%3A00212754%21RIV14-GA0-21610___
rdf:type
n7:Vysledek skos:Concept
dcterms:description
This article is summarizing technological and test influences on modulus of elasticity of concrete and presents in more detail results of experimental measuring of following test influences: shape and dimensions of test piece, method of finishing of pressing surface, level of load. Not just its durability but also deformative characteristics of concrete have been coming to fore of experts’ interest during last years. One of deformable characteristics of each concrete type is modulus of elasticity of concrete. Modulus of elasticity is part of many static calculations and has close relation to other physical and mechanical characteristics of concrete as are creeping, shrinking, frost resistance etc. Final value of the modulus of elasticity of concrete depends on many influences. These influences can be basically classified as test influences and technological influences. This article is summarizing technological and test influences on modulus of elasticity of concrete and presents in more detail results of experimental measuring of following test influences: shape and dimensions of test piece, method of finishing of pressing surface, level of load. Not just its durability but also deformative characteristics of concrete have been coming to fore of experts’ interest during last years. One of deformable characteristics of each concrete type is modulus of elasticity of concrete. Modulus of elasticity is part of many static calculations and has close relation to other physical and mechanical characteristics of concrete as are creeping, shrinking, frost resistance etc. Final value of the modulus of elasticity of concrete depends on many influences. These influences can be basically classified as test influences and technological influences. This article is summarizing technological and test influences on modulus of elasticity of concrete and presents in more detail results of experimental measuring of following test influences: shape and dimensions of test piece, method of finishing of pressing surface, level of load. Not just its durability but also deformative characteristics of concrete have been coming to fore of experts’ interest during last years. One of deformable characteristics of each concrete type is modulus of elasticity of concrete. Modulus of elasticity is part of many static calculations and has close relation to other physical and mechanical characteristics of concrete as are creeping, shrinking, frost resistance etc. Final value of the modulus of elasticity of concrete depends on many influences. These influences can be basically classified as test influences and technological influences.
dcterms:title
Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation
skos:prefLabel
Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation
skos:notation
RIV/68407700:21610/13:00212754!RIV14-GA0-21610___
n7:predkladatel
n17:orjk%3A21610
n4:aktivita
n18:P
n4:aktivity
P(GA13-15175S)
n4:dodaniDat
n5:2014
n4:domaciTvurceVysledku
n10:5122961 n10:7715781 n10:3414248 n10:7968426
n4:druhVysledku
n22:D
n4:duvernostUdaju
n14:S
n4:entitaPredkladatele
n9:predkladatel
n4:idSjednocenehoVysledku
110565
n4:idVysledku
RIV/68407700:21610/13:00212754
n4:jazykVysledku
n11:cze
n4:klicovaSlova
modulus of elasticity; concrete; test influences; technological influences
n4:klicoveSlovo
n6:test%20influences n6:concrete n6:modulus%20of%20elasticity n6:technological%20influences
n4:kontrolniKodProRIV
[E4AB65C8C41E]
n4:mistoKonaniAkce
Terchivá - Vrátná dolina
n4:mistoVydani
Žilina
n4:nazevZdroje
Concrete and Concrete Structures 2013
n4:obor
n16:JM
n4:pocetDomacichTvurcuVysledku
4
n4:pocetTvurcuVysledku
4
n4:projekt
n19:GA13-15175S
n4:rokUplatneniVysledku
n5:2013
n4:tvurceVysledku
Řeháček, Stanislav Huňka, Petr Kolísko, Jiří Vokáč, Miroslav
n4:typAkce
n21:WRD
n4:zahajeniAkce
2013-10-23+02:00
s:issn
1877-7058
s:numberOfPages
7
n15:doi
10.1016/j.proeng.2013.09.041
n20:hasPublisher
Žilinská univerzita v Žiline
n8:organizacniJednotka
21610