Detail publikace

Reinforcement corrosion: Limit states, reliability and modelling

TEPLÝ, B. VOŘECHOVSKÁ, D.

Originální název

Reinforcement corrosion: Limit states, reliability and modelling

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Corrosion, reinforcement, modelling, reliability

Autoři

TEPLÝ, B.; VOŘECHOVSKÁ, D.

Rok RIV

2012

Vydáno

4. 11. 2012

Místo

Japonsko

ISSN

1347-3913

Periodikum

Journal of Advanced Concrete Technology

Ročník

10

Číslo

2

Stát

Japonsko

Strany od

353

Strany do

362

Strany počet

10

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="1347-3913"
}