About: Analysis of load carrying capacity of thin-walled closed beams with different slenderness

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard. The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard. (en)
Title	Analysis of load carrying capacity of thin-walled closed beams with different slenderness Analysis of load carrying capacity of thin-walled closed beams with different slenderness (en)
skos:prefLabel	Analysis of load carrying capacity of thin-walled closed beams with different slenderness Analysis of load carrying capacity of thin-walled closed beams with different slenderness (en)
skos:notation	RIV/00216305:26110/13:PU107525!RIV14-MSM-26110___
http://linked.open...avai/riv/aktivita	S
http://linked.open...avai/riv/aktivity	S
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Valeš, Jan
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	60573
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU107525
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Load-carrying capacity, initial curvature, random field, limit state, thin-walled beam, steel (en)
http://linked.open.../riv/klicoveSlovo	thin-walled beam steel initial curvature random field limit state Load-carrying capacity
http://linked.open...ontrolniKodProRIV	[E11E37D4FD98]
http://linked.open...v/mistoKonaniAkce	High Tatras Strbske Pleso
http://linked.open...i/riv/mistoVydani	Vysoké Tatry, Slovensko
http://linked.open...i/riv/nazevZdroje	2nd International Conference of Structural and Physical Aspects of Civil Engineering
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...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Valeš, Jan
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-11-27 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-553-1488-4
http://localhost/t...ganizacniJednotka	26110

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