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Description
  • Durability limit states defined in ISO 13823 may be of uttermost importance for serviceability as well as ultimate limit states of reinforced concrete structures. However, practical applications of durability assessments may be difficult as basic variables influencing structural durability are often random quantities with a considerable spatial variability. A probabilistic model is thus proposed to cover uncertainties related to basic variables and facilitate decision-making concerning structural durability. As an example carbonation of a large concrete surface is investigated. Spatial variability of the carbonation depth and concrete cover is taken into account in a probabilistic optimization of concrete cover. It appears that the spatial variability significantly affects structural durability and the optimum thickness of the concrete cover particularly for large surfaces.
  • Durability limit states defined in ISO 13823 may be of uttermost importance for serviceability as well as ultimate limit states of reinforced concrete structures. However, practical applications of durability assessments may be difficult as basic variables influencing structural durability are often random quantities with a considerable spatial variability. A probabilistic model is thus proposed to cover uncertainties related to basic variables and facilitate decision-making concerning structural durability. As an example carbonation of a large concrete surface is investigated. Spatial variability of the carbonation depth and concrete cover is taken into account in a probabilistic optimization of concrete cover. It appears that the spatial variability significantly affects structural durability and the optimum thickness of the concrete cover particularly for large surfaces. (en)
Title
  • Deterioration Model for Large Reinforced Concrete Structures
  • Deterioration Model for Large Reinforced Concrete Structures (en)
skos:prefLabel
  • Deterioration Model for Large Reinforced Concrete Structures
  • Deterioration Model for Large Reinforced Concrete Structures (en)
skos:notation
  • RIV/68407700:21610/11:00182655!RIV12-GA0-21610___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/09/0693)
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
  • 193773
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/11:00182655
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • deterioration model; reinforced concrete; spatial variability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [781BE6541F45]
http://linked.open...v/mistoKonaniAkce
  • Troyes
http://linked.open...i/riv/mistoVydani
  • Leiden
http://linked.open...i/riv/nazevZdroje
  • Advances in Safety, Reliability and Risk Management
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
  • Holický, Milan
  • Sýkora, Miroslav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Taylor & Francis/Balkema
https://schema.org/isbn
  • 978-0-415-68379-1
http://localhost/t...ganizacniJednotka
  • 21610
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