About: Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis

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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	Design of the composite slab according to valid codes is governed by semi-empirical methods using bending tests to obtain unique parameters for each type of sheeting. Smaller and less expensive shear slip-block tests are considered as a meaning to obtain shear characteristics of the sheeting, which could be used for design of the sheeting. In our laboratory bending tests with different load arrangements and shear test were performed. The key role in load bearing capacity of the slab has the shear connection between steel sheeting and concrete. The FE (Finite Element) modelling of the connection must deal with a complicated geometry of the embossments and several possible failure mechanisms. Design of the composite slab according to valid codes is governed by semi-empirical methods using bending tests to obtain unique parameters for each type of sheeting. Smaller and less expensive shear slip-block tests are considered as a meaning to obtain shear characteristics of the sheeting, which could be used for design of the sheeting. In our laboratory bending tests with different load arrangements and shear test were performed. The key role in load bearing capacity of the slab has the shear connection between steel sheeting and concrete. The FE (Finite Element) modelling of the connection must deal with a complicated geometry of the embossments and several possible failure mechanisms. (en)
Title	Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis (en)
skos:prefLabel	Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis (en)
skos:notation	RIV/00216305:26110/13:PU107407!RIV14-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(ED2.1.00/03.0097), P(GAP104/11/0703), P(GPP104/11/P737)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Barnat, Jan Bajer, Miroslav Holomek, Josef
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	71687
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU107407
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Embossment, composite slab, slip-block test, vacuum loading, numerical model, FE analysis. (en)
http://linked.open.../riv/klicoveSlovo	FE analysis. slip-block test numerical model composite slab vacuum loading Embossment
http://linked.open...ontrolniKodProRIV	[7040285278C2]
http://linked.open...v/mistoKonaniAkce	Lisboa
http://linked.open...i/riv/mistoVydani	Lisboa, Portugal
http://linked.open...i/riv/nazevZdroje	VI International Conference on Adaptive Modeling and Simulations ADMOS 2013
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Use of progressive materials in cyclically stressed structures Modern connection types and contacts in steel-concrete structures AdMaS - Advanced Materials, Structures and Technologies
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Bajer, Miroslav Barnat, Jan Holomek, Josef
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-06-03 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	9788494100482
http://localhost/t...ganizacniJednotka	26110

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