About: Design of structural glass beams subjected to lateral-torsional buckling. Parametric study

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper deals with design procedure of structural glass beams subjected to lateral-torsional buckling. Because of slenderness of glass plates, it is necessary to the stability take into account. In detail, lateral-torsional buckling curves approach is described. Laminated safety glass members are used in structures in practise. Therefore effective bending stiffness, effective torsion stiffness and equivalent thickness of monolithic glass to be determined by sandwich theory. From parametric study, it is obvious that significant influence of critical lateral-torsional buckling moment (and hence bending moment capacity) has value of interlayer shear modulus. Polyvinyl butyral (PVB) foil is the most frequently used material for interlayer in laminated safety glass. Material properties of PVB depends on environment temperature and the load duration and it is not possible to simple determine of its. The results indicates that the critical lateraltorsional buckling moment of laminated glass beams (conside This paper deals with design procedure of structural glass beams subjected to lateral-torsional buckling. Because of slenderness of glass plates, it is necessary to the stability take into account. In detail, lateral-torsional buckling curves approach is described. Laminated safety glass members are used in structures in practise. Therefore effective bending stiffness, effective torsion stiffness and equivalent thickness of monolithic glass to be determined by sandwich theory. From parametric study, it is obvious that significant influence of critical lateral-torsional buckling moment (and hence bending moment capacity) has value of interlayer shear modulus. Polyvinyl butyral (PVB) foil is the most frequently used material for interlayer in laminated safety glass. Material properties of PVB depends on environment temperature and the load duration and it is not possible to simple determine of its. The results indicates that the critical lateraltorsional buckling moment of laminated glass beams (conside (en)
Title	Design of structural glass beams subjected to lateral-torsional buckling. Parametric study Design of structural glass beams subjected to lateral-torsional buckling. Parametric study (en)
skos:prefLabel	Design of structural glass beams subjected to lateral-torsional buckling. Parametric study Design of structural glass beams subjected to lateral-torsional buckling. Parametric study (en)
skos:notation	RIV/00216305:26110/13:PU102547!RIV14-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	2014
http://linked.open...aciTvurceVysledku	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	68642
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU102547
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Structural glass, glass tempering, monolithic glass, laminated safety glass, polyvinyl butyral, sandwich theory, lateraltorsional buckling, critical lateral-torsional buckling moment (en)
http://linked.open.../riv/klicoveSlovo	critical lateral-torsional buckling moment glass tempering laminated safety glass lateraltorsional buckling monolithic glass polyvinyl butyral sandwich theory Structural glass
http://linked.open...ontrolniKodProRIV	[C0256CC3799A]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Brno
http://linked.open...i/riv/nazevZdroje	Sborník příspěvků 15. odborné konference doktorského studia JUNIORSTAV 2013
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Pešek, Ondřej
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-02-07 (xsd:date)
number of pages	11 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Vysoké učení technické v Brně
https://schema.org/isbn	978-80-214-4670-0
http://localhost/t...ganizacniJednotka	26110

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