Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress

K. van Breugel; R. B. Polder; M. R. de Rooij

Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress

K. van Breugel, R. B. Polder, M. R. de Rooij

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

2 Citations (Scopus)

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Abstract

For many concrete infrastructural works a service life of 80, 100 or 200 years is required. To convince owners and authorities that these requirements can be met probability-based models for service life predictions have been developed. These models are based on theoretical and experimental laboratory studies. Many of these models focus on the probability of chloride-induced rebar corrosion. For a check of the reliability of one of these models, i.e. the DURACRETE model, predicted chloride profiles have been compared with chloride profiles measured in five marine concrete structures. Lessons learned from these existing structures in view of the reliability of numerical service life predictions are presented in this paper.

Original language	English
Title of host publication	Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016
Publisher	CRC Press / Balkema - Taylor & Francis Group
Pages	1285-1294
Number of pages	10
ISBN (Print)	9781138028470
Publication status	Published - 2016
Event	5th International Symposium on Life-Cycle Engineering: Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - Delft, Netherlands Duration: 16 Oct 2016 → 20 Oct 2016 Conference number: 5 http://www.ialcce2016.org/

Conference

Conference	5th International Symposium on Life-Cycle Engineering
Abbreviated title	IALCCE 2016
Country/Territory	Netherlands
City	Delft
Period	16/10/16 → 20/10/16
Internet address	http://www.ialcce2016.org/

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IALCCE paper kvb - final-updateAccepted author manuscript, 333 KB

Cite this

van Breugel, K., Polder, R. B., & de Rooij, M. R. (2016). Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress. In Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016 (pp. 1285-1294). CRC Press / Balkema - Taylor & Francis Group.

van Breugel, K. ; Polder, R. B. ; de Rooij, M. R. / Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress. Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016. CRC Press / Balkema - Taylor & Francis Group, 2016. pp. 1285-1294

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abstract = "For many concrete infrastructural works a service life of 80, 100 or 200 years is required. To convince owners and authorities that these requirements can be met probability-based models for service life predictions have been developed. These models are based on theoretical and experimental laboratory studies. Many of these models focus on the probability of chloride-induced rebar corrosion. For a check of the reliability of one of these models, i.e. the DURACRETE model, predicted chloride profiles have been compared with chloride profiles measured in five marine concrete structures. Lessons learned from these existing structures in view of the reliability of numerical service life predictions are presented in this paper.",

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

note = "5th International Symposium on Life-Cycle Engineering : Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure, IALCCE 2016 ; Conference date: 16-10-2016 Through 20-10-2016",

url = "http://www.ialcce2016.org/",

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van Breugel, K , Polder, RB & de Rooij, MR 2016, Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress. in Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016. CRC Press / Balkema - Taylor & Francis Group, pp. 1285-1294, 5th International Symposium on Life-Cycle Engineering, Delft, Netherlands, 16/10/16.

Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress. / van Breugel, K.; Polder, R. B.; de Rooij, M. R.
Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016. CRC Press / Balkema - Taylor & Francis Group, 2016. p. 1285-1294.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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AB - For many concrete infrastructural works a service life of 80, 100 or 200 years is required. To convince owners and authorities that these requirements can be met probability-based models for service life predictions have been developed. These models are based on theoretical and experimental laboratory studies. Many of these models focus on the probability of chloride-induced rebar corrosion. For a check of the reliability of one of these models, i.e. the DURACRETE model, predicted chloride profiles have been compared with chloride profiles measured in five marine concrete structures. Lessons learned from these existing structures in view of the reliability of numerical service life predictions are presented in this paper.

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van Breugel K , Polder RB, de Rooij MR. Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress. In Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016. CRC Press / Balkema - Taylor & Francis Group. 2016. p. 1285-1294

Long-term performance of marine structures in the Netherlands - validation of predictive models for chloride ingress

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