AustralieFrV1, PascalFrancis, Checkpoint, bibRecord, 005D22

Deterioration of reinforced concrete structures and life cycle assessment

Identifieur interne : 005D22 ( PascalFrancis/Checkpoint ); précédent : 005D21; suivant : 005D23

Deterioration of reinforced concrete structures and life cycle assessment

Auteurs : C. Q. Li [Australie] ; M. Cleven [Australie]

Source :

RILEM proceedings

RBID : Pascal:02-0107888

Descripteurs français

Pascal (Inist)
- Béton armé, Détérioration, Etude expérimentale, Sollicitation utilisation, Corrosion, Méthode essai, Modèle prévision, Cycle développement, Structure construction, Congrès international.
Wicri :
- topic : Corrosion.

English descriptors

KwdEn :
- Construction structure, Corrosion, Deterioration, Experimental study, Forecast model, International conference, Life cycle, Reinforced concrete, Service load, Test method.

Abstract

Since material degradation is inevitable in reinforced concrete structures it is important to assess how concrete structure deteriorate, i.e., determine the residual capacity and subsequent life cycles of the structure. The intention of this paper is to present an experimental program aiming to investigate strength and serviceability deterioration of concrete structures, exemplified by corrosion of reinforcing steel in concrete. Data produced from the experiment is used to develop deterioration models for concrete structures. With the deterioration models a life cycle assessment of concrete structures is possible. For this purpose, a method, for life cycle assessment, which is based on time-dependent reliability theory, is outlined.

Affiliations:

Australie

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Pascal:02-0107888

Le document en format XML

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<author><name sortKey="Li, C Q" sort="Li, C Q" uniqKey="Li C" first="C. Q." last="Li">C. Q. Li</name>
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<front><div type="abstract" xml:lang="en">Since material degradation is inevitable in reinforced concrete structures it is important to assess how concrete structure deteriorate, i.e., determine the residual capacity and subsequent life cycles of the structure. The intention of this paper is to present an experimental program aiming to investigate strength and serviceability deterioration of concrete structures, exemplified by corrosion of reinforcing steel in concrete. Data produced from the experiment is used to develop deterioration models for concrete structures. With the deterioration models a life cycle assessment of concrete structures is possible. For this purpose, a method, for life cycle assessment, which is based on time-dependent reliability theory, is outlined.</div>
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Deterioration of reinforced concrete structures and life cycle assessment

Deterioration of reinforced concrete structures and life cycle assessment

Source :

Descripteurs français

English descriptors

Abstract

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