About: Design of shear connection in composite steel and concrete truss bridges

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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
rdfs:seeAlso	http://www.code2012.org
Description	Optimum design of shear connection between steel truss and concrete slab is the main purpose of this paper. Numerical approach is based on 3D materially non-linear analysis using ANSYS software package, with experimental verification of the modelling. Following parametrical investigation concerns the elastic distribution of the shear flow corresponding to design level of bridge loading and Eurocode 4 approach. Parametric studies and an attempt of optimum design are demonstrated, resulting in recommendations for practical design. Optimum design of shear connection between steel truss and concrete slab is the main purpose of this paper. Numerical approach is based on 3D materially non-linear analysis using ANSYS software package, with experimental verification of the modelling. Following parametrical investigation concerns the elastic distribution of the shear flow corresponding to design level of bridge loading and Eurocode 4 approach. Parametric studies and an attempt of optimum design are demonstrated, resulting in recommendations for practical design. (en)
Title	Design of shear connection in composite steel and concrete truss bridges Design of shear connection in composite steel and concrete truss bridges (en)
skos:prefLabel	Design of shear connection in composite steel and concrete truss bridges Design of shear connection in composite steel and concrete truss bridges (en)
skos:notation	RIV/68407700:21110/12:00198769!RIV13-MSM-21110___
http://linked.open...avai/riv/aktivita	S
http://linked.open...avai/riv/aktivity	S
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Charvát, Martin Macháček, Josef
http://linked.open.../riv/druhVysledku	O - Ostatní výsledky nezařaditelné do žádného z výše uvedených druhů výsledku
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	130342
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/12:00198769
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	shear connection; steel truss; concrete clab; Eurocode 4; nonlinear analysis; ANSYS (en)
http://linked.open.../riv/klicoveSlovo	shear connection Eurocode 4 concrete clab steel truss ANSYS nonlinear analysis
http://linked.open...ontrolniKodProRIV	[7F9C361BF302]
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...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Charvát, Martin Macháček, Josef
http://localhost/t...ganizacniJednotka	21110

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