About: Design of Shear Connection between Steel Truss and Concrete Slab

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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)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
rdfs:seeAlso	http://www.sciencedirect.com/science/article/pii/S1877705813008242
Description	Composite steel and concrete trusses used in floor and bridge structures are analyzed with respect to shear connection between a steel truss and a concrete slab. Elastic and elastic-plastic behaviour of the shear connection is studied in detail. While some plastic redistribution of the longitudinal shear is admissible in some cases for floors of buildings, the elastic distribution is essential for design of bridges. Distinctive peaks of the shear flow above truss nodes within elastic behaviour are numerically studied in various real bridge configurations and compared with approximate approach given in Eurocode 4. Influence of shear connectors densification above truss nodes is discussed in details. Finally some recommendations for practical design are presented. Composite steel and concrete trusses used in floor and bridge structures are analyzed with respect to shear connection between a steel truss and a concrete slab. Elastic and elastic-plastic behaviour of the shear connection is studied in detail. While some plastic redistribution of the longitudinal shear is admissible in some cases for floors of buildings, the elastic distribution is essential for design of bridges. Distinctive peaks of the shear flow above truss nodes within elastic behaviour are numerically studied in various real bridge configurations and compared with approximate approach given in Eurocode 4. Influence of shear connectors densification above truss nodes is discussed in details. Finally some recommendations for practical design are presented. (en)
Title	Design of Shear Connection between Steel Truss and Concrete Slab Design of Shear Connection between Steel Truss and Concrete Slab (en)
skos:prefLabel	Design of Shear Connection between Steel Truss and Concrete Slab Design of Shear Connection between Steel Truss and Concrete Slab (en)
skos:notation	RIV/68407700:21110/13:00214771!RIV14-GA0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA13-25781S)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Charvát, Martin Macháček, 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	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	68638
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/13:00214771
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	composite structures; composite truss; Eurocode 4; longitudinal shear; numerical analysis; shear distribution (en)
http://linked.open.../riv/klicoveSlovo	shear distribution composite structures longitudinal shear numerical analysis Eurocode 4 composite truss
http://linked.open...ontrolniKodProRIV	[D7AC5C784F15]
http://linked.open...v/mistoKonaniAkce	Terchivá - Vrátná dolina
http://linked.open...i/riv/mistoVydani	Amsterdam
http://linked.open...i/riv/nazevZdroje	Procedia Engineering
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Local state of stress in selected structures.
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Charvát, Martin Macháček, Josef
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open...ain/vavai/riv/wos	000323486600088
http://linked.open.../riv/zahajeniAkce	2013-10-23 (xsd:date)
issn	1877-7058
number of pages	8 (xsd:int)
http://bibframe.org/vocab/doi	10.1016/j.proeng.2013.04.091
http://purl.org/ne...btex#hasPublisher	Elsevier Science Publishers B.V.
http://localhost/t...ganizacniJednotka	21110

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