. . . "[3F174FE4B0F0]" . . . . "Kukl\u00EDkov\u00E1, Anna" . . . . "Vyml\u00E1til, P." . . . . "4"^^ . "Timber; Fibre Concrete; Numerical Analysis; Fire"@en . "75135" . "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 . . . "Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire" . . "RIV/68407700:21110/13:00206961!RIV14-GA0-21110___" . "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." . "Wald, Franti\u0161ek" . "RIV/68407700:21110/13:00206961" . "21110" . "Caldov\u00E1, Eva" . . "Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire"@en . "3"^^ . . "Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire"@en . "Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire" . . "P(GAP105/10/2159)" . .