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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. The reinforcement of the concrete slab is necessary, but leads to a large slab thickness. Therefore it is reasonable to replace the usual reinforced concrete by steel fibre reinforced concrete. One of the most important requirements of these structures is fire resistance. This paper presents the experimental work of testing timber-fibre concrete composite floors at ambient and elevated temperature. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. It was subjected the standard fire for over 150 min. The membrane effect of the floor was progressively activated. Material properties tests were made at ambient and elevated temperature. There were detected tensile strength and ductility of fibre reinforced concrete.
  • 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. The reinforcement of the concrete slab is necessary, but leads to a large slab thickness. Therefore it is reasonable to replace the usual reinforced concrete by steel fibre reinforced concrete. One of the most important requirements of these structures is fire resistance. This paper presents the experimental work of testing timber-fibre concrete composite floors at ambient and elevated temperature. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. It was subjected the standard fire for over 150 min. The membrane effect of the floor was progressively activated. Material properties tests were made at ambient and elevated temperature. There were detected tensile strength and ductility of fibre reinforced concrete. (en)
  • 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. The reinforcement of the concrete slab is necessary, but leads to a large slab thickness. Therefore it is reasonable to replace the usual reinforced concrete by steel fibre reinforced concrete. One of the most important requirements of these structures is fire resistance. This paper presents the experimental work of testing timber-fibre concrete composite floors at ambient and elevated temperature. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. It was subjected the standard fire for over 150 min. The membrane effect of the floor was progressively activated. Material properties tests were made at ambient and elevated temperature. There were detected tensile strength and ductility of fibre reinforced concrete. (cs)
Title
  • DŘEVOBETONOVÝ STROP S ROZPTÝLENOU VÝZTUŽÍ ZA POŽÁRU
  • DŘEVOBETONOVÝ STROP S ROZPTÝLENOU VÝZTUŽÍ ZA POŽÁRU (cs)
  • TIMBER-FIBRE CONCRETE COMPOSITE FLOOR IN FIRE (en)
skos:prefLabel
  • DŘEVOBETONOVÝ STROP S ROZPTÝLENOU VÝZTUŽÍ ZA POŽÁRU
  • DŘEVOBETONOVÝ STROP S ROZPTÝLENOU VÝZTUŽÍ ZA POŽÁRU (cs)
  • TIMBER-FIBRE CONCRETE COMPOSITE FLOOR IN FIRE (en)
skos:notation
  • RIV/68407700:21110/13:00206672!RIV14-GA0-21110___
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
  • 70577
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00206672
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • timber; fibre reinforced concrete; fire test; furnace (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [ACAB9A3C5CDA]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí
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
  • Caldová, Eva
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • České vysoké učení technické v Praze. Fakulta stavební. Katedra ocelových a dřevěných konstrukcí
https://schema.org/isbn
  • 978-80-01-05289-1
http://localhost/t...ganizacniJednotka
  • 21110
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