About: TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE     Goto   Sponge   NotDistinct   Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

AttributesValues
rdf:type
Description
  • The main objective of the proposed project is the preparation of the analytical prediction model for the fire resistance of the fibre concrete and timber concrete slab with dispersed reinforcement. The model will utilize the current knowledge of the design of the timber concrete and steel concrete composite slabs at ambient and elevated temperatures. Based on the prepared bibliographic search the experiments at ambient and elevated temperatures will be prepared. After its evaluation and FE sensitivity study the analytical model will be prepared. The model will describe the initial behaviour, the ultimate resistance as well as ductility demands. The current generation of the materials will be taken into account: the fibre concrete and the glue laminated beams. The proposed model will describe the development of membrane behaviour, its progress and the achievement of the ultimate limit state including the boundary conditions. The model will facilitate the increase of the fire resistance of the multi-storey building by the optimal structural solution of its floor slabs for reconstructions and new structures. Furnace test of timber-fibre concrete structure was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. 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. The membrane effect of the floor was progressively activated due to burning of the timber internal beams. The full collapse of the test was reached at 154 mins due to damage of the fire protection of edge beams
  • The main objective of the proposed project is the preparation of the analytical prediction model for the fire resistance of the fibre concrete and timber concrete slab with dispersed reinforcement. The model will utilize the current knowledge of the design of the timber concrete and steel concrete composite slabs at ambient and elevated temperatures. Based on the prepared bibliographic search the experiments at ambient and elevated temperatures will be prepared. After its evaluation and FE sensitivity study the analytical model will be prepared. The model will describe the initial behaviour, the ultimate resistance as well as ductility demands. The current generation of the materials will be taken into account: the fibre concrete and the glue laminated beams. The proposed model will describe the development of membrane behaviour, its progress and the achievement of the ultimate limit state including the boundary conditions. The model will facilitate the increase of the fire resistance of the multi-storey building by the optimal structural solution of its floor slabs for reconstructions and new structures. Furnace test of timber-fibre concrete structure was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. 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. The membrane effect of the floor was progressively activated due to burning of the timber internal beams. The full collapse of the test was reached at 154 mins due to damage of the fire protection of edge beams (en)
Title
  • TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE
  • TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE (en)
skos:prefLabel
  • TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE
  • TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE (en)
skos:notation
  • RIV/68407700:21110/13:00206669!RIV14-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • S
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
  • 111083
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00206669
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
  • [FF0600A31A02]
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Caldová, Eva
http://localhost/t...ganizacniJednotka
  • 21110
Faceted Search & Find service v1.16.118 as of Jun 21 2024


Alternative Linked Data Documents: ODE     Content Formats:   [cxml] [csv]     RDF   [text] [turtle] [ld+json] [rdf+json] [rdf+xml]     ODATA   [atom+xml] [odata+json]     Microdata   [microdata+json] [html]    About   
This material is Open Knowledge   W3C Semantic Web Technology [RDF Data] Valid XHTML + RDFa
OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 48 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software