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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00206961%21RIV14-GA0-21110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
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.
dcterms:title
Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire
skos:prefLabel
Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire Finite-Element Modelling of Timber-Fibre Concrete Composite Floor in Fire
skos:notation
RIV/68407700:21110/13:00206961!RIV14-GA0-21110___
n8:predkladatel
n10:orjk%3A21110
n3:aktivita
n9:P
n3:aktivity
P(GAP105/10/2159)
n3:dodaniDat
n12:2014
n3:domaciTvurceVysledku
n11:6522017 n11:7386141 n11:4206304
n3:druhVysledku
n4:O
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n13:predkladatel
n3:idSjednocenehoVysledku
75135
n3:idVysledku
RIV/68407700:21110/13:00206961
n3:jazykVysledku
n16:eng
n3:klicovaSlova
Timber; Fibre Concrete; Numerical Analysis; Fire
n3:klicoveSlovo
n5:Numerical%20Analysis n5:Fibre%20Concrete n5:Fire n5:Timber
n3:kontrolniKodProRIV
[3F174FE4B0F0]
n3:obor
n6:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
4
n3:projekt
n7:GAP105%2F10%2F2159
n3:rokUplatneniVysledku
n12:2013
n3:tvurceVysledku
Kuklíková, Anna Vymlátil, P. Wald, František Caldová, Eva
n17:organizacniJednotka
21110