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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00206911%21RIV14-GA0-21110___
rdf:type
skos:Concept n11:Vysledek
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/68407700:21110/13:00206911!RIV14-GA0-21110___
n11:predkladatel
n14:orjk%3A21110
n4:aktivita
n15:P
n4:aktivity
P(GAP105/10/2159)
n4:dodaniDat
n10:2014
n4:domaciTvurceVysledku
n13:7386141 n13:4206304 n13:6522017
n4:druhVysledku
n19:D
n4:duvernostUdaju
n9:S
n4:entitaPredkladatele
n8:predkladatel
n4:idSjednocenehoVysledku
75134
n4:idVysledku
RIV/68407700:21110/13:00206911
n4:jazykVysledku
n21:eng
n4:klicovaSlova
Timber; Fibre Concrete; Numerical Analysis; Fire
n4:klicoveSlovo
n5:Timber n5:Numerical%20Analysis n5:Fibre%20Concrete n5:Fire
n4:kontrolniKodProRIV
[E4E9A55A20ED]
n4:mistoKonaniAkce
Praha
n4:mistoVydani
Praha
n4:nazevZdroje
Fibre Concrete .2013 - Technology, Design, Application
n4:obor
n22:JM
n4:pocetDomacichTvurcuVysledku
3
n4:pocetTvurcuVysledku
4
n4:projekt
n16:GAP105%2F10%2F2159
n4:rokUplatneniVysledku
n10:2013
n4:tvurceVysledku
Vymlátil, P. Kuklíková, Anna Wald, František Caldová, Eva
n4:typAkce
n18:EUR
n4:zahajeniAkce
2013-09-12+02:00
s:issn
2336-338X
s:numberOfPages
10
n17:hasPublisher
České vysoké učení technické v Praze. Fakulta stavební
n12:isbn
978-80-01-05240-2
n3:organizacniJednotka
21110