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  • The presented research involves the study of the possible regeneration of cement binder in concrete subjected to high temperatures. An ongoing experimental program is simulating the heating of a concrete structure by a fire during which the temperature in the structure gradually increases. The experimental program is designed to analyze concrete behavior after heating to 200 - 1200 C and is investigate investigating the consecutive reactions of phases (which originate after heating) with water. The laboratory specimens (40x40x160 mm) are manufactured from fine-grained concrete with a water to cement ratio of w/c = 0.45. After heating and cooling, the specimens are placed under the following conditions for a time period of 2 months: (i) laboratory conditions (t = 22 C, R.H. = 55 %), (ii) water (t = 22 C) and (iii) laboratory conditions (t = 22 C, R.H. = 55 %) with periodical immersion of the specimens in water. To investigate the mechanism of concrete regeneration mercury intrusion porosimetry and X-ra
  • The presented research involves the study of the possible regeneration of cement binder in concrete subjected to high temperatures. An ongoing experimental program is simulating the heating of a concrete structure by a fire during which the temperature in the structure gradually increases. The experimental program is designed to analyze concrete behavior after heating to 200 - 1200 C and is investigate investigating the consecutive reactions of phases (which originate after heating) with water. The laboratory specimens (40x40x160 mm) are manufactured from fine-grained concrete with a water to cement ratio of w/c = 0.45. After heating and cooling, the specimens are placed under the following conditions for a time period of 2 months: (i) laboratory conditions (t = 22 C, R.H. = 55 %), (ii) water (t = 22 C) and (iii) laboratory conditions (t = 22 C, R.H. = 55 %) with periodical immersion of the specimens in water. To investigate the mechanism of concrete regeneration mercury intrusion porosimetry and X-ra (en)
Title
  • Concrete rehydration after heating to temperatures of up to 1200 C
  • Concrete rehydration after heating to temperatures of up to 1200 C (en)
skos:prefLabel
  • Concrete rehydration after heating to temperatures of up to 1200 C
  • Concrete rehydration after heating to temperatures of up to 1200 C (en)
skos:notation
  • RIV/00216305:26110/11:PU91977!RIV12-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
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  • P(1M0579)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
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  • 191628
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU91977
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  • concrete, temperature, rehydration, XRD, porosimetry (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [BEBC1774F8ED]
http://linked.open...v/mistoKonaniAkce
  • Porto
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  • Porto
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  • XII DBMC - 12th International Conference on Durability of Building Materials and Components VOLUME III
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Bayer, Patrik
  • Chromá, Markéta
  • Rovnaník, Pavel
  • Rovnaníková, Pavla
  • Vořechovská, Dita
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • FEUP
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  • 978-972-752-132-6
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  • 26110
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