About: Prediction of Sheeting Failure by the Theory of Fictitious Elastic Strain at Failure

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	First-generation sheeting may fail if loaded by combined bending moment and concentrated load. Due to the concentrated load the imperfection of the plate can increase rapidly, this imperfection can be predicted by an existing method. In this paper the post-buckling strength of uniformly loaded square simply supported thin plates with sinusoidal shaped initial imperfections and longitudinal edges free to wave in plane is discussed. To predict the elastic post-buckling behaviour of plates a large-deflection solution is proposed. Determining the post-buckling strength as the elastic load corresponding to first membrane yield gives very conservative results for some plates. More accurate strength prediction is obtained by using empirical expressions for a fictitious elastic strain at failure. The new prediction method is compared with Eurocode3 and Marguerre’s solution on experimentally tested sheetings. First-generation sheeting may fail if loaded by combined bending moment and concentrated load. Due to the concentrated load the imperfection of the plate can increase rapidly, this imperfection can be predicted by an existing method. In this paper the post-buckling strength of uniformly loaded square simply supported thin plates with sinusoidal shaped initial imperfections and longitudinal edges free to wave in plane is discussed. To predict the elastic post-buckling behaviour of plates a large-deflection solution is proposed. Determining the post-buckling strength as the elastic load corresponding to first membrane yield gives very conservative results for some plates. More accurate strength prediction is obtained by using empirical expressions for a fictitious elastic strain at failure. The new prediction method is compared with Eurocode3 and Marguerre’s solution on experimentally tested sheetings. (en)
Title	Prediction of Sheeting Failure by the Theory of Fictitious Elastic Strain at Failure Prediction of Sheeting Failure by the Theory of Fictitious Elastic Strain at Failure (en)
skos:prefLabel	Prediction of Sheeting Failure by the Theory of Fictitious Elastic Strain at Failure Prediction of Sheeting Failure by the Theory of Fictitious Elastic Strain at Failure (en)
skos:notation	RIV/61989100:27120/09:86081732!RIV12-MSM-27120___
http://linked.open...avai/riv/aktivita	V
http://linked.open...avai/riv/aktivity	V
http://linked.open...vai/riv/dodaniDat	2012
http://linked.open...aciTvurceVysledku	Rosmanit, Miroslav
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	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta stavební
http://linked.open...dnocenehoVysledku	335460
http://linked.open...ai/riv/idVysledku	RIV/61989100:27120/09:86081732
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	initial imperfection; strength; elastic; post-buckling; compression; plates (en)
http://linked.open.../riv/klicoveSlovo	initial imperfection compression strength elastic post-buckling plates
http://linked.open...ontrolniKodProRIV	[B5CFF51CEF31]
http://linked.open...v/mistoKonaniAkce	Funchal
http://linked.open...i/riv/mistoVydani	Kippen, Stirlingshire
http://linked.open...i/riv/nazevZdroje	Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Rosmanit, Miroslav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2009-09-01 (xsd:date)
number of pages	13 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Civil-Comp Press
https://schema.org/isbn	978-1-905088-30-0
http://localhost/t...ganizacniJednotka	27120

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