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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F10%3APU92232%21RIV11-GA0-26110___
rdf:type
skos:Concept n20:Vysledek
dcterms:description
Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach. Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach. Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach.
dcterms:title
Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem
skos:prefLabel
Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem Lomově-mechanické parametry betonů s náhradou cementu mletým cihelným střepem
skos:notation
RIV/00216305:26110/10:PU92232!RIV11-GA0-26110___
n4:aktivita
n18:P
n4:aktivity
P(1M0579), P(GAP104/10/0355)
n4:dodaniDat
n10:2011
n4:domaciTvurceVysledku
n6:2617617 n6:4158865 n6:1315196 n6:7949707
n4:druhVysledku
n17:D
n4:duvernostUdaju
n8:S
n4:entitaPredkladatele
n7:predkladatel
n4:idSjednocenehoVysledku
268860
n4:idVysledku
RIV/00216305:26110/10:PU92232
n4:jazykVysledku
n16:cze
n4:klicovaSlova
Lomově-mechanické parametry, cement, cihelný střep, lomová zkouška
n4:klicoveSlovo
n12:cement n12:Lomov%C4%9B-mechanick%C3%A9%20parametry n12:ciheln%C3%BD%20st%C5%99ep n12:lomov%C3%A1%20zkou%C5%A1ka
n4:kontrolniKodProRIV
[506B727DB7DC]
n4:mistoKonaniAkce
Bratislava
n4:mistoVydani
Bratislava, Slovenská republika
n4:nazevZdroje
New Trends in Statics and Dynamics of buildings
n4:obor
n19:JM
n4:pocetDomacichTvurcuVysledku
4
n4:pocetTvurcuVysledku
4
n4:projekt
n15:GAP104%2F10%2F0355 n15:1M0579
n4:rokUplatneniVysledku
n10:2010
n4:tvurceVysledku
Keršner, Zbyněk Bedáň, Jan Schmid, Pavel Rovnaníková, Pavla
n4:typAkce
n14:EUR
n4:zahajeniAkce
2010-10-21+02:00
s:numberOfPages
4
n5:hasPublisher
Neuveden
n11:isbn
978-80-227-3373-1
n13:organizacniJednotka
26110