About: Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Vliv počátečních imperfekcí na chování tenkostěnných ocelových nosníků je studován metodami citlivostní analýzy. Byly použity moderní numerické metody MKP: Euler Newton Raphsonovo řešení. Rovněž bylo uvedeno srovnání s experimenty. (cs) The influence of initial imperfections on the behaviour of a thin-walled girder welded of slender plate elements is analysed in the present paper. The experimentally determined girder load-bearing capacity value was analysed. The ultimate load test was computer modelled by theoretical analysis. In so doing, the girder was modelled, using the geometrically and materially nonlinear variant of the shell finite element method, by the ANSYS programme. The random influence of all initial imperfections was connsidered and the sensitivity analysis of the initial imperfections influence on the load-bearing capacity has been evaluated. In this way, it was found out which initial imperfections exhibited the greatest influence on the load-bearing capacity. The experimental research provides an idea about crack propagation in dependence on the number of loading cycles. According to experimental results for girders subjected to repeated loading in points A, B, C and Dhave been chosen in which fatigue crack initiati The influence of initial imperfections on the behaviour of a thin-walled girder welded of slender plate elements is analysed in the present paper. The experimentally determined girder load-bearing capacity value was analysed. The ultimate load test was computer modelled by theoretical analysis. In so doing, the girder was modelled, using the geometrically and materially nonlinear variant of the shell finite element method, by the ANSYS programme. The random influence of all initial imperfections was connsidered and the sensitivity analysis of the initial imperfections influence on the load-bearing capacity has been evaluated. In this way, it was found out which initial imperfections exhibited the greatest influence on the load-bearing capacity. The experimental research provides an idea about crack propagation in dependence on the number of loading cycles. According to experimental results for girders subjected to repeated loading in points A, B, C and Dhave been chosen in which fatigue crack initiati (en)
Title	Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State (en) Citlivostní analýza vlivu počátečních imperfekcí na mezní stav únavy tenkostěnných ocelových nosníků (cs)
skos:prefLabel	Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State (en) Citlivostní analýza vlivu počátečních imperfekcí na mezní stav únavy tenkostěnných ocelových nosníků (cs)
skos:notation	RIV/00216305:26110/05:PU53902!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany	3-13
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/03/0233), P(GP103/01/D022)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2006
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	542312
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/05:PU53902
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	sensitivity, steel, structures, beam, fatigue, limit state (en)
http://linked.open.../riv/klicoveSlovo	beam fatigue steel structures sensitivity limit state
http://linked.open...odStatuVydavatele	FI - Finská republika
http://linked.open...ontrolniKodProRIV	[D64193CF4A07]
http://linked.open...i/riv/nazevZdroje	Journal of Structural Mechanics
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (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	2005
http://linked.open...v/svazekPeriodika	38
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří
issn	0783-6104
number of pages	11 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

Faceted Search & Find service v1.16.118 as of Jun 21 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 112 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software