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Description
  • V článku je ukázáno, že slibný trend tenkostěnných kostrukcí, který je považován za účinnou cestu ke snižování spotřeby oceli, může být uskutečněn díky blahodárnému efektu pokritického působení. Protože ale velká část ocelových konstrukcí je vystavena mnohonásobně se opakujícímu zatížení (mosty, jeřábové dráhy a podobně), je ukázáno na výsledcích velkého počtu zkoušek provedených autory v Praze, jak je pokritická rezerva únosnosti ovlivněna procesem kumulace poškození při mnohonásobně se opakujícím zatížení a jak tento jev ovlivňuje návrh konstrukce. (cs)
  • It is shown in the paper that the promising trend of thin-walled construction, which is regarded as a powerful way to saving steel, can be materialised just thanks to the beneficial effect of post-buckled behaviour. However, as a great part of steel structures are subjected to many times repeated loads (bridges, crane-supporting girders and the like), it is demonstrated by means of the results of numerous experiments carried out by the authors in Prague how the post-critical reserve of strength is affected by the cumulative damage process generated by the many times repeated character of loading, and how this phenomenon influences the design of structures.
  • It is shown in the paper that the promising trend of thin-walled construction, which is regarded as a powerful way to saving steel, can be materialised just thanks to the beneficial effect of post-buckled behaviour. However, as a great part of steel structures are subjected to many times repeated loads (bridges, crane-supporting girders and the like), it is demonstrated by means of the results of numerous experiments carried out by the authors in Prague how the post-critical reserve of strength is affected by the cumulative damage process generated by the many times repeated character of loading, and how this phenomenon influences the design of structures. (en)
Title
  • Thin-walled construction - the miracle of post-buckled behaviour in it and its partial erosion due to repeated loading
  • Tenkostěnné konstrukce - zázrak pokritického působení a jeho částečná eroze způsobená opakovaným zatížením (cs)
  • Thin-walled construction - the miracle of post-buckled behaviour in it and its partial erosion due to repeated loading (en)
skos:prefLabel
  • Thin-walled construction - the miracle of post-buckled behaviour in it and its partial erosion due to repeated loading
  • Tenkostěnné konstrukce - zázrak pokritického působení a jeho částečná eroze způsobená opakovaným zatížením (cs)
  • Thin-walled construction - the miracle of post-buckled behaviour in it and its partial erosion due to repeated loading (en)
skos:notation
  • RIV/68378297:_____/08:00316745!RIV09-AV0-68378297
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/06/0064), P(IAA200710603), Z(AV0Z20710524)
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
  • 399973
http://linked.open...ai/riv/idVysledku
  • RIV/68378297:_____/08:00316745
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • stability problems; limit states; repeated loading (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [ACD2059AE602]
http://linked.open...v/mistoKonaniAkce
  • Bratislava
http://linked.open...i/riv/mistoVydani
  • Bratislava
http://linked.open...i/riv/nazevZdroje
  • 70 rokov SvF STU
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
  • Zörnerová, Marie
  • Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Slovenská technická univerzita v Bratislave
https://schema.org/isbn
  • 978-80-227-2979-6
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