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  • 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 wi
  • 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 wi (en)
Title
  • On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
  • On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels (en)
skos:prefLabel
  • On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
  • On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels (en)
skos:notation
  • RIV/00216305:26110/14:PU108719!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita
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  • P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 34351
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  • RIV/00216305:26110/14:PU108719
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  • beam, sandwich panel, stability, steel, thin-walled cross-sections (en)
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http://linked.open...ontrolniKodProRIV
  • [27704F982B73]
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  • Herľany
http://linked.open...i/riv/mistoVydani
  • Herľany, Slovensko
http://linked.open...i/riv/nazevZdroje
  • Young Scientist 2014, 6th PhD. Student Conference of Civil Engineering and Architecture
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http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Balázs, Ivan
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Technická univerzita v Košiciach. Stavebná fakulta
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  • 978-80-553-1668-0
http://localhost/t...ganizacniJednotka
  • 26110
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