Stochastic Analysis of the Lateral - Torsional Buckling Resistance of Steel Beams with Random Imperfections
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107057" target="_blank" >RIV/00216305:26110/13:PU107057 - 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
Stochastic Analysis of the Lateral - Torsional Buckling Resistance of Steel Beams with Random Imperfections
Original language description
The paper deals with the statistical analysis of resistance of a hot-rolled steel IPE beam under major axis bending. The lateral-torsion buckling stability problem of imperfect beam is described. The influence of bending moments and warping torsion on the ultimate limit state of the IPE beam with random imperfections is analyzed. The resistance is calculated by means of the close form solution. The initial geometrical imperfections of the beam are considered as the formatively identical to the first eigen mode of buckling.
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
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
11th International Conference of Numerical Analysis and Applied Mathematics 2013
ISBN
978-0-7354-1184-5
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
2261-2264
Publisher name
Neuveden
Place of publication
Rhodos, Řecko
Event location
Rhodes
Event date
Sep 21, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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