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  • The article deals with the real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beams in node does not correspond with reality. By assessment of the real properties of the node we can prove an increasing carrying-capacity of these critical parts in construction, which the nodes without question are. The analysis results obtained by adventitious efficient methods taking into account the joint real behaviour provide opportunity for reliability, durability and economy of the realized steel construction system. To describe the real properties of nodes (i.e. the assessment of their real rotation stiffness and real moment carrying-capacity), it is possible to follow experimental research or numerical simulation results. In case of complicated models (here connections), the records do not have to match the real construction behaviour or its parts. For this reason, it is necessary to verify numerical analyses experimentally. The
  • The article deals with the real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beams in node does not correspond with reality. By assessment of the real properties of the node we can prove an increasing carrying-capacity of these critical parts in construction, which the nodes without question are. The analysis results obtained by adventitious efficient methods taking into account the joint real behaviour provide opportunity for reliability, durability and economy of the realized steel construction system. To describe the real properties of nodes (i.e. the assessment of their real rotation stiffness and real moment carrying-capacity), it is possible to follow experimental research or numerical simulation results. In case of complicated models (here connections), the records do not have to match the real construction behaviour or its parts. For this reason, it is necessary to verify numerical analyses experimentally. The (en)
  • Numerická a experimatnální analýza styčníku ocelových nosníků (cs)
Title
  • Numerical and experimental analyses of steel members connections
  • Numerical and experimental analyses of steel members connections (en)
  • Numerická a experimantální analýza spojení ocelových nosníků (cs)
skos:prefLabel
  • Numerical and experimental analyses of steel members connections
  • Numerical and experimental analyses of steel members connections (en)
  • Numerická a experimantální analýza spojení ocelových nosníků (cs)
skos:notation
  • RIV/00216305:26110/07:PU72323!RIV08-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 869-872
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/05/0085)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 438073
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU72323
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • ANSYS, bolt connection, experiment and numerical model comparison (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [BC3814EF1C4E]
http://linked.open...v/mistoKonaniAkce
  • Barcelona
http://linked.open...i/riv/mistoVydani
  • Barcelona
http://linked.open...i/riv/nazevZdroje
  • Computational Plasticity IX, Fundamenatls and Applications, Part 2
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Bajer, Miroslav
  • Kala, Jiří
  • Řepa, Štěpán
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • International Center For Numrical Methods in Engineering
https://schema.org/isbn
  • 978-84-96736-28-3
http://localhost/t...ganizacniJednotka
  • 26110
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