Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F03%3APU41889" target="_blank" >RIV/00216305:26110/03:PU41889 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls
Original language description
The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. Parallelly with experiments, one of the ultimate load tests was computer modeled. In so doing, the girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2003
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Staticko-konštrukčné a stavebno-fyzikálne problémy stavebných konštrukcií
ISBN
80-232-0221-9
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
145-150
Publisher name
NEUVEDEN
Place of publication
Tatranská Lomnica-Vysoké Tatry, Slovensko
Event location
Tatranská Lomnica
Event date
Jan 1, 2003
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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