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  • Calculation of the fire resistance demands apposite determination of temperature distribution in the cross-section (heat-exposure model) and analysis of mechanical responses of the structure exposed to increased temperature (structural response model).The transient thermal array was solved numerically using FEM analysis and appropriate computer program. Mechanical response of pre-stressed cross-section was analysed on the basis of published dependences of thermal and mechanical characteristics of concrete and pre-stressing steel on temperature. The temperature distribution in the cross-section, mechanical behaviour of the structure and final fire resistance are compared with test results (if available).
  • Calculation of the fire resistance demands apposite determination of temperature distribution in the cross-section (heat-exposure model) and analysis of mechanical responses of the structure exposed to increased temperature (structural response model).The transient thermal array was solved numerically using FEM analysis and appropriate computer program. Mechanical response of pre-stressed cross-section was analysed on the basis of published dependences of thermal and mechanical characteristics of concrete and pre-stressing steel on temperature. The temperature distribution in the cross-section, mechanical behaviour of the structure and final fire resistance are compared with test results (if available). (en)
Title
  • Different types of pre-stressed hollow core panels and their fireresistance according to Eurocodes
  • Different types of pre-stressed hollow core panels and their fireresistance according to Eurocodes (en)
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  • Different types of pre-stressed hollow core panels and their fireresistance according to Eurocodes
  • Different types of pre-stressed hollow core panels and their fireresistance according to Eurocodes (en)
skos:notation
  • RIV/61989100:27120/09:86080914!RIV12-MSM-27120___
http://linked.open...avai/riv/aktivita
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  • P(1M0579)
http://linked.open...vai/riv/dodaniDat
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http://linked.open...iv/duvernostUdaju
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  • 310483
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  • RIV/61989100:27120/09:86080914
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  • precast panel, holoow core panel, pre-stressed concrete, fireresistance (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [DAB21F25D492]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Applications of Structural Fire Engineering : proceedings of international conference in Prague
http://linked.open...in/vavai/riv/obor
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http://linked.open...iv/tvurceVysledku
  • Matečková, Pavlína
  • Čajka, Radim
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Česká technika - nakladatelství ČVUT
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  • 978-80-01-04266-3
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  • 27120
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