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)
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  • 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/68407700:21110/13:00206961!RIV14-GA0-21110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
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  • P(GAP105/10/2159)
http://linked.open...vai/riv/dodaniDat
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  • 75135
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  • RIV/68407700:21110/13:00206961
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  • Timber; Fibre Concrete; Numerical Analysis; Fire (en)
http://linked.open.../riv/klicoveSlovo
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  • [3F174FE4B0F0]
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http://linked.open...iv/tvurceVysledku
  • Wald, František
  • Kuklíková, Anna
  • Caldová, Eva
  • Vymlátil, P.
http://localhost/t...ganizacniJednotka
  • 21110
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