About: Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire     Goto   Sponge   NotDistinct   Permalink

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  • Timber-concrete composite structures are becoming very important because they are widely used as an effective method for refurbishment of existing timber floors and for floors of new multi-storey timber houses. New kind of such floor is that the usual reinforced concrete is replaced by steel fibre reinforced concrete (SFRC). One of the most important requirements of timber-fibre concrete composite is fire resistance. This paper presents 3D FE model developed to predict the thermal analysis of timber-fibre concrete composite floor in fire. All this modelling is done using a commercial programme Ansys 14. The results obtained in the numerical simulations are compared with results obtained from furnace test. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS in the Czech Republic. Floor specimen was 4,5 m long and 3 m wide, consisting of 60 mm fibre concrete topping on plywood formwork, connected to GL floor joists. It was subjected the standard fire for over 150 min.
  • Timber-concrete composite structures are becoming very important because they are widely used as an effective method for refurbishment of existing timber floors and for floors of new multi-storey timber houses. New kind of such floor is that the usual reinforced concrete is replaced by steel fibre reinforced concrete (SFRC). One of the most important requirements of timber-fibre concrete composite is fire resistance. This paper presents 3D FE model developed to predict the thermal analysis of timber-fibre concrete composite floor in fire. All this modelling is done using a commercial programme Ansys 14. The results obtained in the numerical simulations are compared with results obtained from furnace test. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS in the Czech Republic. Floor specimen was 4,5 m long and 3 m wide, consisting of 60 mm fibre concrete topping on plywood formwork, connected to GL floor joists. It was subjected the standard fire for over 150 min. (en)
Title
  • Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire
  • Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire (en)
skos:prefLabel
  • Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire
  • Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire (en)
skos:notation
  • RIV/68407700:21110/13:00206911!RIV14-GA0-21110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/10/2159)
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
  • 75134
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00206911
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Timber; Fibre Concrete; Numerical Analysis; Fire (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [E4E9A55A20ED]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Fibre Concrete .2013 - Technology, Design, Application
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
  • Kuklíková, Anna
  • Caldová, Eva
  • Vymlátil, P.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 2336-338X
number of pages
http://purl.org/ne...btex#hasPublisher
  • České vysoké učení technické v Praze. Fakulta stavební
https://schema.org/isbn
  • 978-80-01-05240-2
http://localhost/t...ganizacniJednotka
  • 21110
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