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MATESOVÁ, D. TEPLÝ, B. PODROUŽEK, J. CHROMÁ, M.
Originální název
Probabilistic modeling of steel corrosion in RC structures
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Modeling, steel, structures
Autoři
MATESOVÁ, D.; TEPLÝ, B.; PODROUŽEK, J.; CHROMÁ, M.
Rok RIV
2007
Vydáno
17. 9. 2007
Místo
Visegrád, Hungary
ISBN
978-963-420-923-2
Kniha
European Congress on Concrete Engineering 2007
Strany od
337
Strany do
342
Strany počet
6
BibTex
@inproceedings{BUT23600, author="Dita {Vořechovská} and Břetislav {Teplý} and Jan {Podroužek} and Markéta {Rovnaníková}", title="Probabilistic modeling of steel corrosion in RC structures", booktitle="European Congress on Concrete Engineering 2007", year="2007", pages="337--342", address="Visegrád, Hungary", isbn="978-963-420-923-2" }