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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU102350%21RIV13-GA0-26110___
rdf:type
n13:Vysledek skos:Concept
dcterms: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.
dcterms:title
Reinforcement corrosion: Limit states, reliability and modelling Reinforcement corrosion: Limit states, reliability and modelling
skos:prefLabel
Reinforcement corrosion: Limit states, reliability and modelling Reinforcement corrosion: Limit states, reliability and modelling
skos:notation
RIV/00216305:26110/12:PU102350!RIV13-GA0-26110___
n13:predkladatel
n19:orjk%3A26110
n3:aktivita
n18:P
n3:aktivity
P(GAP105/10/1156), P(GCP105/10/J028)
n3:cisloPeriodika
2
n3:dodaniDat
n11:2013
n3:domaciTvurceVysledku
n17:8690634 n17:9316671
n3:druhVysledku
n16:J
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n8:predkladatel
n3:idSjednocenehoVysledku
164726
n3:idVysledku
RIV/00216305:26110/12:PU102350
n3:jazykVysledku
n12:eng
n3:klicovaSlova
Corrosion, reinforcement, modelling, reliability
n3:klicoveSlovo
n9:reinforcement n9:modelling n9:reliability n9:Corrosion
n3:kodStatuVydavatele
JP - Japonsko
n3:kontrolniKodProRIV
[901E86698D46]
n3:nazevZdroje
Journal of Advanced Concrete Technology
n3:obor
n10:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n14:GCP105%2F10%2FJ028 n14:GAP105%2F10%2F1156
n3:rokUplatneniVysledku
n11:2012
n3:svazekPeriodika
10
n3:tvurceVysledku
Vořechovská, Dita Teplý, Břetislav
s:issn
1347-3913
s:numberOfPages
10
n15:organizacniJednotka
26110