About: Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders

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About: Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The study is divided into two parts: (i) in the first one, the plate girder (Fig. 1) is considered to be exposed to quasi-constant loading (i.e. to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to many times repeated loading.Then it is understandable that the objective of the first part should be to look into the influence of initial imperfections on the static ultimate load of the girder related to the formation of a plastic failure mechanism in it, while that of the second part was to study the effect of imperfections on the stress state under considerably lesser loads, viz. under such as to correspond to the development of fatigue cracks in the girder and, consequently, to its fatigue limit state. In this case the state of stress was measured by principal surface stresses developing in the crack-prone areas (Fig. 2) of the web “breathing” under the repeated loads, which – as was demonstrated by The study is divided into two parts: (i) in the first one, the plate girder (Fig. 1) is considered to be exposed to quasi-constant loading (i.e. to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to many times repeated loading.Then it is understandable that the objective of the first part should be to look into the influence of initial imperfections on the static ultimate load of the girder related to the formation of a plastic failure mechanism in it, while that of the second part was to study the effect of imperfections on the stress state under considerably lesser loads, viz. under such as to correspond to the development of fatigue cracks in the girder and, consequently, to its fatigue limit state. In this case the state of stress was measured by principal surface stresses developing in the crack-prone areas (Fig. 2) of the web “breathing” under the repeated loads, which – as was demonstrated by (en)
Title	Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders (en)
skos:prefLabel	Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders (en)
skos:notation	RIV/00216305:26110/04:PU44931!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita	P V Z
http://linked.open...avai/riv/aktivity	P(GA103/03/0233), P(GP103/01/D022), V, Z(MSM 261100007)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kala, Jiří Teplý, Břetislav Kala, Zdeněk
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	585880
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/04:PU44931
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	sensitivity analysis, imperfection, steel, structures, fatigue, girder (en)
http://linked.open.../riv/klicoveSlovo	girder imperfection fatigue sensitivity analysis steel structures
http://linked.open...ontrolniKodProRIV	[0028A6672561]
http://linked.open...v/mistoKonaniAkce	Vilnius (Lithuania)
http://linked.open...i/riv/mistoVydani	Vilnius (Lithuania)
http://linked.open...i/riv/nazevZdroje	8th Int. Conference Modern Building Materials, Structures and Techniques
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Reliability analysis of steel bar structures considering imperfections Sensitivity analysis of the stability problems of thin-walled structures
http://linked.open...UplatneniVysledku	2004
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří Teplý, Břetislav Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2004-05-19 (xsd:date)
http://linked.open...n/vavai/riv/zamer	http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20261100007
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	9986-05-722-1
http://localhost/t...ganizacniJednotka	26110

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