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  • The paper describes the impact of fire spread on the behaviour of the steel and concrete composite floor. The spatial and temporal evolution of the gas temperature calculated in NIST code FDS, which was validated to experimental measurements, is applied to the composite floor of dimensions 9.0 m by 9.0 m. Mechanical behaviour of the composite slab highly affected by regions of high temperatures and areas with only elevated temperatures is solved in code Vulcan. To highlight the severity of spreading fire causing non-uniform temperature conditions, which after-effects differ from traditional methods, a comparison of both methods is introduced. The calculation of mechanical behaviour of the composite floor is repeated in a serious of three different thermal loading cases. Results of all cases are then compared in terms of vertical displacement and axial force in several positions of the composite floor.
  • The paper describes the impact of fire spread on the behaviour of the steel and concrete composite floor. The spatial and temporal evolution of the gas temperature calculated in NIST code FDS, which was validated to experimental measurements, is applied to the composite floor of dimensions 9.0 m by 9.0 m. Mechanical behaviour of the composite slab highly affected by regions of high temperatures and areas with only elevated temperatures is solved in code Vulcan. To highlight the severity of spreading fire causing non-uniform temperature conditions, which after-effects differ from traditional methods, a comparison of both methods is introduced. The calculation of mechanical behaviour of the composite floor is repeated in a serious of three different thermal loading cases. Results of all cases are then compared in terms of vertical displacement and axial force in several positions of the composite floor. (en)
Title
  • The effect of fire spread on steel-concrete floor
  • The effect of fire spread on steel-concrete floor (en)
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  • The effect of fire spread on steel-concrete floor
  • The effect of fire spread on steel-concrete floor (en)
skos:notation
  • RIV/68407700:21110/14:00218798!RIV15-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(LD11039), S
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
  • 13282
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00218798
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Steel-concrete floor; Mechanical behaviour; Fire spread; FDS simulation; FEM model (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [0122F611B5EB]
http://linked.open...v/mistoKonaniAkce
  • Shanghai
http://linked.open...i/riv/mistoVydani
  • Shanghai
http://linked.open...i/riv/nazevZdroje
  • Progress on Safety of Structures in Fire
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
  • Wald, František
  • Horová, Kamila
  • Jána, Tomáš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Tongji University Press
https://schema.org/isbn
  • 978-7-5608-5494-6
http://localhost/t...ganizacniJednotka
  • 21110
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