Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete

S. Engelund; John Dalsgaard Sørensen

Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete

Sektionen for Konstruktioner, Geoteknik og Risiko

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

Abstract

Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis.

Originalsprog	Engelsk
Titel	Proceedings of the 7th ASCE Specialty Conference : Probabilistic Mechanincs and Structural Reliability
Redaktører	Dan M. Frangopol, Mircea D. Grigoriu
Antal sider	4
Forlag	American Society of Civil Engineers
Publikationsdato	1996
Sider	664-667
ISBN (Trykt)	0-7844-0184-5
Status	Udgivet - 1996
Begivenhed	ASCE Specialty Conference: Probabilistic mechanics and structural reliability - Worcester, Massacheuestts, USA Varighed: 7 aug. 1996 → 9 aug. 1996 Konferencens nummer: 6

Konference

Konference	ASCE Specialty Conference
Nummer	6
Land/Område	USA
By	Worcester, Massacheuestts
Periode	07/08/1996 → 09/08/1996

Emneord

Corrosion
Chloride
Concrete
Lifetime

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Citationsformater

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title = "Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete",

abstract = "Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis.",

keywords = "Corrosion, Chloride, Concrete, Lifetime, Corrosion, Chloride, Concrete, Lifetime",

author = "S. Engelund and S{\o}rensen, {John Dalsgaard}",

year = "1996",

language = "English",

isbn = "0-7844-0184-5",

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editor = "Frangopol, {Dan M.} and Grigoriu, {Mircea D.}",

booktitle = "Proceedings of the 7th ASCE Specialty Conference",

publisher = "American Society of Civil Engineers",

address = "United States",

note = "ASCE Specialty Conference ; Conference date: 07-08-1996 Through 09-08-1996",

}

Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete. / Engelund, S.; Sørensen, John Dalsgaard.
Proceedings of the 7th ASCE Specialty Conference: Probabilistic Mechanincs and Structural Reliability. red. / Dan M. Frangopol; Mircea D. Grigoriu. American Society of Civil Engineers, 1996. s. 664-667.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete

AU - Engelund, S.

AU - Sørensen, John Dalsgaard

N1 - Conference code: 6

PY - 1996

Y1 - 1996

N2 - Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis.

AB - Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis.

KW - Corrosion

KW - Chloride

KW - Concrete

KW - Lifetime

KW - Corrosion

KW - Chloride

KW - Concrete

KW - Lifetime

M3 - Article in proceeding

SN - 0-7844-0184-5

SP - 664

EP - 667

BT - Proceedings of the 7th ASCE Specialty Conference

A2 - Frangopol, Dan M.

A2 - Grigoriu, Mircea D.

PB - American Society of Civil Engineers

T2 - ASCE Specialty Conference

Y2 - 7 August 1996 through 9 August 1996

ER -

Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete

Abstract

Konference

Emneord

AUB Link

Fingeraftryk

Citationsformater