About: Fracture properties values of natural and artificial sandstones

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Comparison of values of mechanical and fracture properties (compressive and bending strengths, modulus of elasticity, effective fracture toughness, and specific fracture energy) of natural and artificial sandstones are introduced. The artificial sandstones were prepared with respect to approximate properties of natural ones. The artificial sandstones were formed using the alkali activation of metakaolin and silica as aggregate. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A three-point bending (3PB) test of a specimen with a central edge notch is used in this approach. The nominal size of the notched beams was 40_40_160 mm, the depth of the central edge notch is about 1/3 of the depth of the specimen, and the loaded span is equal to 120 mm. A continuous record of the load deflection (Fd) diagram was obtained for computation of this value. An estimation of the fracture energy was co Comparison of values of mechanical and fracture properties (compressive and bending strengths, modulus of elasticity, effective fracture toughness, and specific fracture energy) of natural and artificial sandstones are introduced. The artificial sandstones were prepared with respect to approximate properties of natural ones. The artificial sandstones were formed using the alkali activation of metakaolin and silica as aggregate. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A three-point bending (3PB) test of a specimen with a central edge notch is used in this approach. The nominal size of the notched beams was 40_40_160 mm, the depth of the central edge notch is about 1/3 of the depth of the specimen, and the loaded span is equal to 120 mm. A continuous record of the load deflection (Fd) diagram was obtained for computation of this value. An estimation of the fracture energy was co (en)
Title	Fracture properties values of natural and artificial sandstones Fracture properties values of natural and artificial sandstones (en)
skos:prefLabel	Fracture properties values of natural and artificial sandstones Fracture properties values of natural and artificial sandstones (en)
skos:notation	RIV/00216305:26110/10:PU92226!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(FT-TA4/070), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika	2
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Keršner, Zbyněk Rovnaníková, Pavla Schmid, Pavel Škrob, Vojtěch
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	259704
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU92226
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	natural sandstone, artificial sandstone, mechanical properties, fracture test (en)
http://linked.open.../riv/klicoveSlovo	fracture test mechanical properties artificial sandstone natural sandstone
http://linked.open...odStatuVydavatele	SK - Slovenská republika
http://linked.open...ontrolniKodProRIV	[C8FFFE10407C]
http://linked.open...i/riv/nazevZdroje	Journal of Civil Engineering
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	5 (xsd:int)
http://linked.open...vavai/riv/projekt	*Advanced materials and technologies for the reconstruction of historic buildings.
http://linked.open...UplatneniVysledku	2010
http://linked.open...v/svazekPeriodika	5
http://linked.open...iv/tvurceVysledku	Keršner, Zbyněk Koutník, Petr Rovnaníková, Pavla Schmid, Pavel Škrob, Vojtěch
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
issn	1336-9024
number of pages	6 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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