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Description
  • An assessment of deteriorative effects on reinforced concrete structures is presented focusing mainly on the propagation of the reinforcement corrosion stage. It necessitates the utilization of relevant models and advanced simulation techniques to enable the probabilistic analysis of concrete structures and service life prognosis. Several analytical models for the initiation of concrete cracking, for crack width and for a decrease in the effective reinforcement cross-section are briefly presented. The described approach is applied to some illustrative examples showing the feasibility of predicting the development of reinforcement corrosion and its effect on the service life and/or reliability of the structure. The authors believe that such methodology supports the optimisation of design strategies as well as effective decision-making processes.
  • An assessment of deteriorative effects on reinforced concrete structures is presented focusing mainly on the propagation of the reinforcement corrosion stage. It necessitates the utilization of relevant models and advanced simulation techniques to enable the probabilistic analysis of concrete structures and service life prognosis. Several analytical models for the initiation of concrete cracking, for crack width and for a decrease in the effective reinforcement cross-section are briefly presented. The described approach is applied to some illustrative examples showing the feasibility of predicting the development of reinforcement corrosion and its effect on the service life and/or reliability of the structure. The authors believe that such methodology supports the optimisation of design strategies as well as effective decision-making processes. (en)
Title
  • Reinforcement corrosion: Limit states, reliability and modelling
  • Reinforcement corrosion: Limit states, reliability and modelling (en)
skos:prefLabel
  • Reinforcement corrosion: Limit states, reliability and modelling
  • Reinforcement corrosion: Limit states, reliability and modelling (en)
skos:notation
  • RIV/00216305:26110/12:PU102350!RIV13-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/10/1156), P(GCP105/10/J028)
http://linked.open...iv/cisloPeriodika
  • 2
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
  • 164726
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU102350
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Corrosion, reinforcement, modelling, reliability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • JP - Japonsko
http://linked.open...ontrolniKodProRIV
  • [901E86698D46]
http://linked.open...i/riv/nazevZdroje
  • Journal of Advanced Concrete Technology
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 10
http://linked.open...iv/tvurceVysledku
  • Teplý, Břetislav
  • Vořechovská, Dita
issn
  • 1347-3913
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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