About: Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents the values of static and dynamic elasticity modulus of concrete specimens (strength class C30/37 and C45/55). The values of dynamic modulus of elasticity were determined using non-destructive methods, ultrasonic and resonance and the values of static elasticity modulus were obtained from three-point bending fracture tests conducted on beam specimens (100 100 400 mm) with a central edge notch (notch depth 30 mm). The age of specimen sets was 28, approximately 3 months and 159 days. The aim of this paper is comparison of relationship between static and dynamic elasticity modulus values for both above mentioned class of concrete specimens with relationship which is given by Czech Standard. This paper presents the values of static and dynamic elasticity modulus of concrete specimens (strength class C30/37 and C45/55). The values of dynamic modulus of elasticity were determined using non-destructive methods, ultrasonic and resonance and the values of static elasticity modulus were obtained from three-point bending fracture tests conducted on beam specimens (100 100 400 mm) with a central edge notch (notch depth 30 mm). The age of specimen sets was 28, approximately 3 months and 159 days. The aim of this paper is comparison of relationship between static and dynamic elasticity modulus values for both above mentioned class of concrete specimens with relationship which is given by Czech Standard. (en)
Title	Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens (en)
skos:prefLabel	Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens Relationship between Static and Dynamic Elasticity Modulus Values of Class C30/37 and C45/55 Concrete Specimens (en)
skos:notation	RIV/00216305:26110/12:PU102571!RIV13-GA0-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP104/11/0833), S
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Keršner, Zbyněk Šimonová, Hana Kucharczyková, Barbara Havlíková, Ivana
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
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	164840
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU102571
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Elasticity modulus, concrete, ultrasonic method, resonance method, fracture test. (en)
http://linked.open.../riv/klicoveSlovo	Elasticity modulus concrete fracture test. resonance method ultrasonic method
http://linked.open...ontrolniKodProRIV	[C6E9554D7BCC]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Brno
http://linked.open...i/riv/nazevZdroje	10th International Conference NDT 2012
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Response of cement based composites to fatigue loading: advanced numerical modeling and testing
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Keršner, Zbyněk Kucharczyková, Barbara Šimonová, Hana Havlíková, Ivana
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2012-12-05 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-7204-823-6
http://localhost/t...ganizacniJednotka	26110

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