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  • Planar members such as sandwich panels have been widely used in building industry as roof or wall cladding. Besides covering of large spaces there is another significant feature of such members. When fastened to a supporting beam in bending or compression these members contribute to stabilization of such beam against buckling. It is particularly appreciable when a beam of a thin-walled cross-section is utilized. It involves purlins, wall substructure beams and others. The presence of planar members considerably increases buckling resistance of beams of slender thin-walled sections that are prone to buckling. There is number of factors influencing performance of these structural systems and stabilizing effect of planar members. Since these factors are mostly independent on each other and have a large dispersion, a pure mathematical solution of this problem is not practicable or even feasible. Influence of some factors on overall behavior may be efficiently assessed by experiments or numerical simulatio
  • Planar members such as sandwich panels have been widely used in building industry as roof or wall cladding. Besides covering of large spaces there is another significant feature of such members. When fastened to a supporting beam in bending or compression these members contribute to stabilization of such beam against buckling. It is particularly appreciable when a beam of a thin-walled cross-section is utilized. It involves purlins, wall substructure beams and others. The presence of planar members considerably increases buckling resistance of beams of slender thin-walled sections that are prone to buckling. There is number of factors influencing performance of these structural systems and stabilizing effect of planar members. Since these factors are mostly independent on each other and have a large dispersion, a pure mathematical solution of this problem is not practicable or even feasible. Influence of some factors on overall behavior may be efficiently assessed by experiments or numerical simulatio (en)
Title
  • On problem of stabilization of steel thin-walled beams in bending by sandwich panels
  • On problem of stabilization of steel thin-walled beams in bending by sandwich panels (en)
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  • On problem of stabilization of steel thin-walled beams in bending by sandwich panels
  • On problem of stabilization of steel thin-walled beams in bending by sandwich panels (en)
skos:notation
  • RIV/00216305:26110/14:PU109201!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
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  • 34352
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  • RIV/00216305:26110/14:PU109201
http://linked.open...riv/jazykVysledku
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  • Beam, sandwich panel, stability, steel (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [FD601634E273]
http://linked.open...v/mistoKonaniAkce
  • Praha
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  • Praha
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  • 12th International Conference on Steel, Space & Composite Structures
http://linked.open...in/vavai/riv/obor
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Melcher, Jindřich
  • Balázs, Ivan
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • CI-Premier Conference Organisation, Singapore
https://schema.org/isbn
  • 978-981-09-0077-9
http://localhost/t...ganizacniJednotka
  • 26110
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