About: Numerical Analysis of Hybrid Steel-Glass Beam

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The aim of this paper is testing of numerical modeling of steel-glass composite structure. New hybrid steel-glass beam consists of steel flanges and glass web bonded together. The most important aspect of all composite materials is to joint of different materials. Actually silicone, peroxide, acrylate and polyurethane materials are use for steel and glass connecting. Load carrying capacity is directly dependent to quality of joint of materials. In this paper perfect shear connection is consider. Numerical modeling was performed in software based on final element method. Model of hybrid beam is consisting of 2D and 3D elements (two models). Span of beam is 6 meters, depth is 300 mm. Flange has rectangular cross section with dimensions 150 and 10 mm. Thickness of web is 8 mm. (this dimensions are equivalent to IPE300). Linear and nonlinear solutions were performed. The same beam was calculated by analytical method. Results (deflections, normal stress and shear stress) from numerical modeling were compar The aim of this paper is testing of numerical modeling of steel-glass composite structure. New hybrid steel-glass beam consists of steel flanges and glass web bonded together. The most important aspect of all composite materials is to joint of different materials. Actually silicone, peroxide, acrylate and polyurethane materials are use for steel and glass connecting. Load carrying capacity is directly dependent to quality of joint of materials. In this paper perfect shear connection is consider. Numerical modeling was performed in software based on final element method. Model of hybrid beam is consisting of 2D and 3D elements (two models). Span of beam is 6 meters, depth is 300 mm. Flange has rectangular cross section with dimensions 150 and 10 mm. Thickness of web is 8 mm. (this dimensions are equivalent to IPE300). Linear and nonlinear solutions were performed. The same beam was calculated by analytical method. Results (deflections, normal stress and shear stress) from numerical modeling were compar (en)
Title	Numerical Analysis of Hybrid Steel-Glass Beam Numerical Analysis of Hybrid Steel-Glass Beam (en)
skos:prefLabel	Numerical Analysis of Hybrid Steel-Glass Beam Numerical Analysis of Hybrid Steel-Glass Beam (en)
skos:notation	RIV/00216305:26110/12:PU101095!RIV13-GA0-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Pilgr, Milan Melcher, Jindřich Pešek, Ondřej
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	154972
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU101095
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Structural glass, hybrid steel-glass beam, composite material, shear connection, analytical analysis, final element method (en)
http://linked.open.../riv/klicoveSlovo	analytical analysis composite material shear connection final element method Structural glass hybrid steel-glass beam
http://linked.open...ontrolniKodProRIV	[EEE120D039D0]
http://linked.open...v/mistoKonaniAkce	Paris
http://linked.open...i/riv/mistoVydani	Paris, France
http://linked.open...i/riv/nazevZdroje	Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Melcher, Jindřich Pilgr, Milan Pešek, Ondřej
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2012-12-02 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	WSEAS Press
https://schema.org/isbn	978-1-61804-137-1
http://localhost/t...ganizacniJednotka	26110

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