Service-life performance of reinforced concrete structures in corrosive environments

D. V. Val; L. Chernin

Service-life performance of reinforced concrete structures in corrosive environments

D. V. Val, L. Chernin

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

3 Citations (Scopus)

Abstract

Reinforced concrete (RC) structures in marine environments are susceptible to deterioration caused by corrosion of reinforcing steel. Various measures can be employed to protect RC structures against corrosion and prevent deterioration. The measures increase the initial cost of a RC structure but reduce costs associated with its future service life. Thus, a cost-effective solution can only be determined on a life-cycle cost basis. Obviously, results of a life-cycle cost analysis depend on the predictive models used to describe corrosion initiation, propagation, and corresponding deterioration. The paper examines the influence of various predictive models on results of life-cycle cost analysis. Serviceability failure due to excessive corrosion-induced cracking is considered.

Original language	English
Title of host publication	Life-Cycle Civil Engineering
Subtitle of host publication	Proceedings of the first international symposium on life-cycle civil engineering, Varenna, Lake Como, Italy, June 10-14, 2008
Editors	Fabio Biondini, Dan M Frangopol
Place of Publication	Boca Raton
Publisher	CRC Press-Taylor & Francis Group
Pages	247-252
Number of pages	6
Edition	1
ISBN (Print)	9780415468572
Publication status	Published - May 2008
Event	1st International Symposium on Life-Cycle Civil Engineering - Varenna, Lake Como, Italy Duration: 10 Jun 2008 → 14 Jun 2008 http://www.ialcce08.org/

Conference

Conference	1st International Symposium on Life-Cycle Civil Engineering
Abbreviated title	IALCCE '08
Country/Territory	Italy
City	Varenna, Lake Como
Period	10/06/08 → 14/06/08
Internet address	http://www.ialcce08.org/

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This output contributes to the following UN Sustainable Development Goals (SDGs)

Cite this

Val, D. V., & Chernin, L. (2008). Service-life performance of reinforced concrete structures in corrosive environments. In F. Biondini, & D. M. Frangopol (Eds.), Life-Cycle Civil Engineering: Proceedings of the first international symposium on life-cycle civil engineering, Varenna, Lake Como, Italy, June 10-14, 2008 (1 ed., pp. 247-252). CRC Press-Taylor & Francis Group.

Val, D. V. ; Chernin, L. / Service-life performance of reinforced concrete structures in corrosive environments. Life-Cycle Civil Engineering: Proceedings of the first international symposium on life-cycle civil engineering, Varenna, Lake Como, Italy, June 10-14, 2008. editor / Fabio Biondini ; Dan M Frangopol. 1. ed. Boca Raton : CRC Press-Taylor & Francis Group, 2008. pp. 247-252

@inproceedings{4ad7532bf06c4368ac8a98bbcd9b7933,

title = "Service-life performance of reinforced concrete structures in corrosive environments",

abstract = "Reinforced concrete (RC) structures in marine environments are susceptible to deterioration caused by corrosion of reinforcing steel. Various measures can be employed to protect RC structures against corrosion and prevent deterioration. The measures increase the initial cost of a RC structure but reduce costs associated with its future service life. Thus, a cost-effective solution can only be determined on a life-cycle cost basis. Obviously, results of a life-cycle cost analysis depend on the predictive models used to describe corrosion initiation, propagation, and corresponding deterioration. The paper examines the influence of various predictive models on results of life-cycle cost analysis. Serviceability failure due to excessive corrosion-induced cracking is considered.",

author = "Val, {D. V.} and L. Chernin",

year = "2008",

month = may,

language = "English",

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pages = "247--252",

editor = "Fabio Biondini and Frangopol, {Dan M}",

booktitle = "Life-Cycle Civil Engineering",

publisher = "CRC Press-Taylor & Francis Group",

edition = "1",

note = "1st International Symposium on Life-Cycle Civil Engineering, IALCCE '08 ; Conference date: 10-06-2008 Through 14-06-2008",

url = "http://www.ialcce08.org/",

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Val, DV & Chernin, L 2008, Service-life performance of reinforced concrete structures in corrosive environments. in F Biondini & DM Frangopol (eds), Life-Cycle Civil Engineering: Proceedings of the first international symposium on life-cycle civil engineering, Varenna, Lake Como, Italy, June 10-14, 2008. 1 edn, CRC Press-Taylor & Francis Group, Boca Raton, pp. 247-252, 1st International Symposium on Life-Cycle Civil Engineering, Varenna, Lake Como, Italy, 10/06/08.

Service-life performance of reinforced concrete structures in corrosive environments. / Val, D. V.; Chernin, L.
Life-Cycle Civil Engineering: Proceedings of the first international symposium on life-cycle civil engineering, Varenna, Lake Como, Italy, June 10-14, 2008. ed. / Fabio Biondini; Dan M Frangopol. 1. ed. Boca Raton: CRC Press-Taylor & Francis Group, 2008. p. 247-252.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Service-life performance of reinforced concrete structures in corrosive environments

AU - Val, D. V.

AU - Chernin, L.

PY - 2008/5

Y1 - 2008/5

N2 - Reinforced concrete (RC) structures in marine environments are susceptible to deterioration caused by corrosion of reinforcing steel. Various measures can be employed to protect RC structures against corrosion and prevent deterioration. The measures increase the initial cost of a RC structure but reduce costs associated with its future service life. Thus, a cost-effective solution can only be determined on a life-cycle cost basis. Obviously, results of a life-cycle cost analysis depend on the predictive models used to describe corrosion initiation, propagation, and corresponding deterioration. The paper examines the influence of various predictive models on results of life-cycle cost analysis. Serviceability failure due to excessive corrosion-induced cracking is considered.

AB - Reinforced concrete (RC) structures in marine environments are susceptible to deterioration caused by corrosion of reinforcing steel. Various measures can be employed to protect RC structures against corrosion and prevent deterioration. The measures increase the initial cost of a RC structure but reduce costs associated with its future service life. Thus, a cost-effective solution can only be determined on a life-cycle cost basis. Obviously, results of a life-cycle cost analysis depend on the predictive models used to describe corrosion initiation, propagation, and corresponding deterioration. The paper examines the influence of various predictive models on results of life-cycle cost analysis. Serviceability failure due to excessive corrosion-induced cracking is considered.

UR - https://www.routledge.com/Life-Cycle-Civil-Engineering-Proceedings-of-the-International-Symposium/Biondini-Frangopol/p/book/9780415468572

M3 - Conference contribution

SN - 9780415468572

SP - 247

EP - 252

BT - Life-Cycle Civil Engineering

A2 - Biondini, Fabio

A2 - Frangopol, Dan M

PB - CRC Press-Taylor & Francis Group

CY - Boca Raton

T2 - 1st International Symposium on Life-Cycle Civil Engineering

Y2 - 10 June 2008 through 14 June 2008

ER -

Service-life performance of reinforced concrete structures in corrosive environments

Abstract

Conference

UN SDGs

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