Publication detail

Reinforcement corrosion: Limit states, reliability and modelling

TEPLÝ, B. VOŘECHOVSKÁ, D.

Original Title

Reinforcement corrosion: Limit states, reliability and modelling

Type

journal article - other

Language

English

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.

Keywords

Corrosion, reinforcement, modelling, reliability

Authors

TEPLÝ, B.; VOŘECHOVSKÁ, D.

RIV year

2012

Released

4. 11. 2012

Location

Japonsko

ISBN

1347-3913

Periodical

Journal of Advanced Concrete Technology

Year of study

10

Number

2

State

Japan

Pages from

353

Pages to

362

Pages count

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"
}