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Description
  • Faktorem, který může být příčinou degradace betonů s pojivem na bázi portlandských cementů je působení vysokých teplot. Tématem článku je analýza procesů, které probíhají v cementové matrici vystavené účinkům teplot do 1000 C. Hodnoceny jsou nejen změnyfyzikálně mechanických charakteristik cementové matrice, ale především změny jejího mineralogického složení. Na základě zjištěných poznatků jsou pak v článku ověřovány možnosti zvyšování odolnosti cementových kompozitů vůči účinkům vysokých resp. extrémnních teploFaktorem, (cs)
  • The effect of high temperatures is a factor which can be the cause of Portland cement based concrete degradation. The service life of cement composites can be negatively influenced by exposure to surroundings with temperature of about 300 C. The development of faults is naturally significantly more dynamical with increasing temperature. The subject of this paper is the analysis of processes, which take place in the cement matrix exposed to temperatures up to 1000 C. Attention is paid not only to changess of physico - mechanical characteristics of the cement stone but first of all to changes of mineralogical composition. The possibilities of cement composites resistance against effect of high and extreme temperatures respectively are verified on the base of obtained results .
  • The effect of high temperatures is a factor which can be the cause of Portland cement based concrete degradation. The service life of cement composites can be negatively influenced by exposure to surroundings with temperature of about 300 C. The development of faults is naturally significantly more dynamical with increasing temperature. The subject of this paper is the analysis of processes, which take place in the cement matrix exposed to temperatures up to 1000 C. Attention is paid not only to changess of physico - mechanical characteristics of the cement stone but first of all to changes of mineralogical composition. The possibilities of cement composites resistance against effect of high and extreme temperatures respectively are verified on the base of obtained results . (en)
Title
  • Resistance Increase of Cement Composites Exposed to Extreme Temperatures
  • Resistance Increase of Cement Composites Exposed to Extreme Temperatures (en)
  • Zvyšování odolnosti cementových kompozitů vůči působení vysokých teplot (cs)
skos:prefLabel
  • Resistance Increase of Cement Composites Exposed to Extreme Temperatures
  • Resistance Increase of Cement Composites Exposed to Extreme Temperatures (en)
  • Zvyšování odolnosti cementových kompozitů vůči působení vysokých teplot (cs)
skos:notation
  • RIV/00216305:26110/05:PU52941!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 28-32
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GP103/04/P006), Z(MSM0021630511)
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
  • 540917
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/05:PU52941
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Resistance, Cement Composites, Extreme Temperatures (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [801B655229F0]
http://linked.open...v/mistoKonaniAkce
  • Žilina
http://linked.open...i/riv/mistoVydani
  • Žilina
http://linked.open...i/riv/nazevZdroje
  • 1
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
  • Dufka, Amos
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Žilinská univerzita v Žiline
https://schema.org/isbn
  • 80-8070-462-7
http://localhost/t...ganizacniJednotka
  • 26110
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