Detail publikace

Durability assessment of concrete structures: Reinforcement depassivation due to carbonation

TEPLÝ, B. CHROMÁ, M. ROVNANÍK, P.

Originální název

Durability assessment of concrete structures: Reinforcement depassivation due to carbonation

Anglický název

Durability assessment of concrete structures: Reinforcement depassivation due to carbonation

Jazyk

en

Originální abstrakt

This paper deals with the durability design and comments on the assessment of RC structures in the view of present codes. The enhancement is provided by advanced approaches incorporating probabilistic simulation, mathematical models of the carbonation process in concretes made from CEM I-V, and the reliability issue. It presents practical software tools used for service life prediction, concrete cover evaluation and assessment of relevant reliability levels. A partial verification using test results is also presented.

Anglický abstrakt

This paper deals with the durability design and comments on the assessment of RC structures in the view of present codes. The enhancement is provided by advanced approaches incorporating probabilistic simulation, mathematical models of the carbonation process in concretes made from CEM I-V, and the reliability issue. It presents practical software tools used for service life prediction, concrete cover evaluation and assessment of relevant reliability levels. A partial verification using test results is also presented.

Dokumenty

BibTex 


@article{BUT49332,
  author="Břetislav {Teplý} and Markéta {Rovnaníková} and Pavel {Rovnaník}",
  title="Durability assessment of concrete structures: Reinforcement depassivation due to carbonation",
  annote="This paper deals with the durability design and comments on the assessment of RC structures in the view of present codes. The enhancement is provided by advanced approaches incorporating probabilistic simulation, mathematical models of the carbonation process in concretes made from CEM I-V, and the reliability issue. It presents practical software tools used for service life prediction, concrete cover evaluation and assessment of relevant reliability levels. A partial verification using test results is also presented.",
  address="Taylor & Francis",
  chapter="49332",
  institution="Taylor & Francis",
  journal="Structure and infrastructure engineering",
  number="3",
  volume="6",
  year="2010",
  month="june",
  pages="317--327",
  publisher="Taylor & Francis",
  type="journal article - other"
}