About: Resistance of Thin-walled Plate Girders under Combined Bending and Shear

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About: Resistance of Thin-walled Plate Girders under Combined Bending and Shear Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	A number of full-scale plate girders are modeled and analyzed to determine their bending and shear failure mechanism characteristics. The design of a thin-walled system is always rather complicated as also the influence of initial imperfections is to be taken into account to a greater extent. The theoretical analysis was based on a nonlinear variant of the finite element method, the girder being modeled by means of shell elements, and the ANSYS programme being applied. All input imperfections were considered to be random quantities. The statistical distributions were introduced according to both experimentally obtained results and data given in literature. Random realizations of input random quantities were simulated by the LHS (Latin Hypercube Sampling) method. By means of sensitivity analysis, it was studied to what extend the variability of initial imperfections was reflected in the variability of stresses in the crack-prone areas of the girder. A number of full-scale plate girders are modeled and analyzed to determine their bending and shear failure mechanism characteristics. The design of a thin-walled system is always rather complicated as also the influence of initial imperfections is to be taken into account to a greater extent. The theoretical analysis was based on a nonlinear variant of the finite element method, the girder being modeled by means of shell elements, and the ANSYS programme being applied. All input imperfections were considered to be random quantities. The statistical distributions were introduced according to both experimentally obtained results and data given in literature. Random realizations of input random quantities were simulated by the LHS (Latin Hypercube Sampling) method. By means of sensitivity analysis, it was studied to what extend the variability of initial imperfections was reflected in the variability of stresses in the crack-prone areas of the girder. (en)
Title	Resistance of Thin-walled Plate Girders under Combined Bending and Shear Resistance of Thin-walled Plate Girders under Combined Bending and Shear (en)
skos:prefLabel	Resistance of Thin-walled Plate Girders under Combined Bending and Shear Resistance of Thin-walled Plate Girders under Combined Bending and Shear (en)
skos:notation	RIV/00216305:26110/10:PU90721!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/08/0275), P(IAA201720901), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika	6
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kala, Jiří Kala, Zdeněk
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	284996
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90721
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Resistance, girder, steel, imperfections, shell elements, stability, sensitivity analysis, safety (en)
http://linked.open.../riv/klicoveSlovo	Resistance girder safety sensitivity analysis stability steel shell elements imperfections
http://linked.open...odStatuVydavatele	FR - Francouzská republika
http://linked.open...ontrolniKodProRIV	[82D92A8C5B40]
http://linked.open...i/riv/nazevZdroje	WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS
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	Sensitivity and uncertainty analysis of reliability of building structures Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...v/svazekPeriodika	2
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
issn	1991-8747
number of pages	10 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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