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TEPLÝ, B.; VOŘECHOVSKÁ, D.
Original Title
Reinforcement corrosion: Limit states, reliability and modelling
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
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.
English abstract
Keywords
Corrosion, reinforcement, modelling, reliability
Key words in English
Authors
RIV year
2013
Released
04.11.2012
Location
Japonsko
ISBN
1347-3913
Periodical
Journal of Advanced Concrete Technology
Volume
10
Number
2
State
Japan
Pages from
353
Pages to
362
Pages count
BibTex
@article{BUT97723, author="Břetislav {Teplý} and Dita {Vořechovská}", title="Reinforcement corrosion: Limit states, reliability and modelling", journal="Journal of Advanced Concrete Technology", year="2012", volume="10", number="2", pages="353--362", issn="1346-8014" }