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  • This paper describes a possible tool for estimation of potential risk arising from placing concrete in winter. It is well known that the hydration reaction depends of temperature and that the driving force for hydration is the diffusion of free water. Low ambient temperatures close to the freezing point or temperatures below zero during hydration have the potential to affect adversely the ultimate performance of concrete structures. Therefore, it is necessary to assess the risk and provide adequate countermeasures such as thermal insulation or direct heat sources to the hydrating concrete, of course, with the strong emphasis on their cost. The proposed model of hydration under very low temperatures is based on fuzzy logic and uses the commonly available data from concrete producers. The applicability of the model is shown in an example.
  • This paper describes a possible tool for estimation of potential risk arising from placing concrete in winter. It is well known that the hydration reaction depends of temperature and that the driving force for hydration is the diffusion of free water. Low ambient temperatures close to the freezing point or temperatures below zero during hydration have the potential to affect adversely the ultimate performance of concrete structures. Therefore, it is necessary to assess the risk and provide adequate countermeasures such as thermal insulation or direct heat sources to the hydrating concrete, of course, with the strong emphasis on their cost. The proposed model of hydration under very low temperatures is based on fuzzy logic and uses the commonly available data from concrete producers. The applicability of the model is shown in an example. (en)
Title
  • Modeling of Hydration of Concrete at Very Low Temperatures
  • Modeling of Hydration of Concrete at Very Low Temperatures (en)
skos:prefLabel
  • Modeling of Hydration of Concrete at Very Low Temperatures
  • Modeling of Hydration of Concrete at Very Low Temperatures (en)
skos:notation
  • RIV/68407700:21110/14:00218424!RIV15-MSM-21110___
http://linked.open...avai/riv/aktivita
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  • S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...dnocenehoVysledku
  • 29821
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00218424
http://linked.open...riv/jazykVysledku
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  • concrete; fuzzy logic; hydration; low temperature; numerical model (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [E80A2C8C8D05]
http://linked.open...v/mistoKonaniAkce
  • Kaunas
http://linked.open...i/riv/mistoVydani
  • Kaunas
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 19th International Conference
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http://linked.open...UplatneniVysledku
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  • Štemberk, Petr
  • Leal Da Silva, Wilson Ricardo
  • Vaitová, Michaela
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 1822-2951
number of pages
http://purl.org/ne...btex#hasPublisher
  • Kauno technologijos universitetas
http://localhost/t...ganizacniJednotka
  • 21110
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