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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F07%3APU69581%21RIV08-MSM-26110___
rdf:type
skos:Concept n16:Vysledek
dcterms:description
The corrosion of reinforcement leads to a decrease in the effective area of the steel. The growth of rust products leads to concrete cracking, and later, the spalling of concrete cover, thus affecting the durability and reliability of a RC structure. The rate of reinforcement corrosion is governed by the availability of water, oxygen and chlorides on the steel surface. Durability limit states are explained, followed by a relevant model for degradation processes based on steel corrosion. Efficient design software is introduced which enables the probabilistic durability assessment of concrete structures. The development of the concentration of chlorides at the vicinity of the rebar surface is solved by a specific technique using cellular automata which is explained and then applied in an illustrative example showing the ingress of chlorides into a reinforced concrete cross section and the corresponding drop in the rebar's diameter due to corrosion. Článek se zabývá pravděpodobnostním modelováním koroze oceli v železobetonových konstrukcích The corrosion of reinforcement leads to a decrease in the effective area of the steel. The growth of rust products leads to concrete cracking, and later, the spalling of concrete cover, thus affecting the durability and reliability of a RC structure. The rate of reinforcement corrosion is governed by the availability of water, oxygen and chlorides on the steel surface. Durability limit states are explained, followed by a relevant model for degradation processes based on steel corrosion. Efficient design software is introduced which enables the probabilistic durability assessment of concrete structures. The development of the concentration of chlorides at the vicinity of the rebar surface is solved by a specific technique using cellular automata which is explained and then applied in an illustrative example showing the ingress of chlorides into a reinforced concrete cross section and the corresponding drop in the rebar's diameter due to corrosion.
dcterms:title
Probabilistic modeling of steel corrosion in RC structures Pravděpodobnostní modelování koroze oceli v ŽB konstrukcích Probabilistic modeling of steel corrosion in RC structures
skos:prefLabel
Probabilistic modeling of steel corrosion in RC structures Probabilistic modeling of steel corrosion in RC structures Pravděpodobnostní modelování koroze oceli v ŽB konstrukcích
skos:notation
RIV/00216305:26110/07:PU69581!RIV08-MSM-26110___
n4:strany
337-342
n4:aktivita
n8:P
n4:aktivity
P(1M0579)
n4:dodaniDat
n7:2008
n4:domaciTvurceVysledku
n5:8690634 n5:9316671 n5:2026929 n5:9070389
n4:druhVysledku
n19:D
n4:duvernostUdaju
n11:S
n4:entitaPredkladatele
n9:predkladatel
n4:idSjednocenehoVysledku
444550
n4:idVysledku
RIV/00216305:26110/07:PU69581
n4:jazykVysledku
n21:eng
n4:klicovaSlova
Modeling, steel, structures
n4:klicoveSlovo
n6:structures n6:Modeling n6:steel
n4:kontrolniKodProRIV
[268FBB8EB703]
n4:mistoKonaniAkce
VISEGRAD
n4:mistoVydani
Visegrád, Hungary
n4:nazevZdroje
European Congress on Concrete Engineering 2007
n4:obor
n15:JM
n4:pocetDomacichTvurcuVysledku
4
n4:pocetTvurcuVysledku
4
n4:projekt
n14:1M0579
n4:rokUplatneniVysledku
n7:2007
n4:tvurceVysledku
Teplý, Břetislav Vořechovská, Dita Chromá, Markéta Podroužek, Jan
n4:typAkce
n20:EUR
n4:zahajeniAkce
2007-09-17+02:00
s:numberOfPages
6
n17:hasPublisher
Neuveden
n10:isbn
978-963-420-923-2
n18:organizacniJednotka
26110