About: Lateral-Torsional Buckling of Glass Members

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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. Results of numerical solution and analytical solution are compared in graphs. The evaluation of bending moment capacity by buckling curves approach is described. Because of use of laminated safety glass members in practice, effective bending stiffness and effective torsion stiffness are determined by sandwich theory. From parametric study which was carried out, it is obvious that significant influence of critical lateral-torsional buckling moment (and hence bending moment capacity) has shear modulus of interlayer. Material properties of polyvinyl butyral foil used for interlayer depends on environment temperature and the load duration and it is not possible to simple determine of its. 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. Results of numerical solution and analytical solution are compared in graphs. The evaluation of bending moment capacity by buckling curves approach is described. Because of use of laminated safety glass members in practice, effective bending stiffness and effective torsion stiffness are determined by sandwich theory. From parametric study which was carried out, it is obvious that significant influence of critical lateral-torsional buckling moment (and hence bending moment capacity) has shear modulus of interlayer. Material properties of polyvinyl butyral foil used for interlayer depends on environment temperature and the load duration and it is not possible to simple determine of its. (en)
Title	Lateral-Torsional Buckling of Glass Members Lateral-Torsional Buckling of Glass Members (en)
skos:prefLabel	Lateral-Torsional Buckling of Glass Members Lateral-Torsional Buckling of Glass Members (en)
skos:notation	RIV/00216305:26110/13:PU105414!RIV14-GA0-26110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP105/12/0314), S
http://linked.open...iv/cisloPeriodika	82
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Melcher, Jindřich Pešek, Ondřej
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
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	84404
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU105414
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Laminated glass, lateral-torsional buckling, sandwich theory, second order numerical solution (en)
http://linked.open.../riv/klicoveSlovo	sandwich theory lateral-torsional buckling Laminated glass second order numerical solution
http://linked.open...odStatuVydavatele	ID - Indonéská republika
http://linked.open...ontrolniKodProRIV	[ABA4BE96823A]
http://linked.open...i/riv/nazevZdroje	An international Journal of Science, Engineering and Technology World Academy of Science Engineering and Technology
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	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2013
http://linked.open...v/svazekPeriodika	2013
http://linked.open...iv/tvurceVysledku	Melcher, Jindřich Pešek, Ondřej
issn	2010-376X
number of pages	8 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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