On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU108719" target="_blank" >RIV/00216305:26110/14:PU108719 - 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
On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
Original language description
Roof or wall cladding consists of steel beams of thin-walled cross-sections and sandwich panels in many cases. The panels not only cover large spaces but also contribute to buckling resistance of supporting beams. It is particularly appreciable if metal beams of slender thin-walled cross-sections are utilized. This positive influence of planar members is possible due to their certain shear and rotational stiffness. They are fastened mostly at the top flange of the supporting beam. There is a lot of factors independent on each other affecting overall performance of such constructional systems, e.g. properties of fasteners or way of load transfer from planar member to the beam. It is a problem of bound deformation of the beam along the span. Behavior of referred systems is very complex and its description is difficult. Due to number of factors a pure analytical solution is not possible. Influence of some factors might be efficiently evaluated using numerical or experimental analysis. This paper deals with numerical modeling of steel beams of thin-walled sections in bending stabilized by sandwich panels. Influence of sandwich panel thickness on their stabilizing effect is investigated using numerical models based on finite element method. Selected substantial results are summarized.
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
<a href="/en/project/GAP105%2F12%2F0314" target="_blank" >GAP105/12/0314: Lateral-torsional buckling of thin-walled steel beams with holes</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Young Scientist 2014, 6th PhD. Student Conference of Civil Engineering and Architecture
ISBN
978-80-553-1668-0
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Technická univerzita v Košicích, Stavební fakulta
Place of publication
Herľany, Slovensko
Event location
Herľany
Event date
Apr 9, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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