Performance-based durability design of concrete structures under uncertainty

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschung

Autoren

Organisationseinheiten

Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des SammelwerksProceedings of the 29th European Safety and Reliability Conference, ESREL 2019
Herausgeber/-innenMichael Beer, Enrico Zio
Seiten3209-3216
Seitenumfang8
ISBN (elektronisch)9789811127243
PublikationsstatusVeröffentlicht - 2020
Veranstaltung29th European Safety and Reliability Conference, ESREL 2019 - Leibniz University Hannover, Hannover, Deutschland
Dauer: 22 Sept. 201926 Sept. 2019

Abstract

Due to limitations of the current prescriptive design approach for concrete durability, performance-based durability design of concrete structures is increasingly gaining in importance. Performance-based design approaches allow a quantitative estimation of durability by taking into account the degradation processes caused by environmental loads as well as material properties, including their alteration in time and their variability. In order to address uncertainties associated with environmental loads and material properties, these approaches are usually based on a reliability analysis, in which uncertainties are handled by probabilistic modeling. However, since available information is sometimes limited (epistemic uncertainty), the appropriate probabilistic characterization of model parameters can be challenging or even impossible. In theses cases, imprecise probabilities provide an opportunity to consider epistemic uncertainty along with aleatory uncertainty (inherent randomness). Based on the theory of imprecise probabilities, this paper aims to study the role of epistemic uncertainty in durability design of concrete structures. In this context, the emphasis is on concrete structures in acidic environments corresponding to a chemical attack of the structure. By means of an illustrative example, the common reliability analysis based on probabilistic models is compared with probability bound analysis with probability boxes. The results indicate the great influence of epistemic uncertainty when available data and information are limited. Furthermore, it is shown that the determination of probabilistic models on ambiguous assumption can lead to false reliability estimates. Therefore, epistemic uncertainty should explicitly be taken into account if, due to the limited availability of data, probabilistic models cannot fully be determined.

ASJC Scopus Sachgebiete

Zitieren

Performance-based durability design of concrete structures under uncertainty. / Gerlach, Jesko; Lohaus, Ludger; Haist, Michael.
Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019. Hrsg. / Michael Beer; Enrico Zio. 2020. S. 3209-3216.

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschung

Gerlach, J, Lohaus, L & Haist, M 2020, Performance-based durability design of concrete structures under uncertainty. in M Beer & E Zio (Hrsg.), Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019. S. 3209-3216, 29th European Safety and Reliability Conference, ESREL 2019, Hannover, Deutschland, 22 Sept. 2019. https://doi.org/10.3850/978-981-11-2724-3_0918-cd
Gerlach, J., Lohaus, L., & Haist, M. (2020). Performance-based durability design of concrete structures under uncertainty. In M. Beer, & E. Zio (Hrsg.), Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019 (S. 3209-3216) https://doi.org/10.3850/978-981-11-2724-3_0918-cd
Gerlach J, Lohaus L, Haist M. Performance-based durability design of concrete structures under uncertainty. in Beer M, Zio E, Hrsg., Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019. 2020. S. 3209-3216 doi: 10.3850/978-981-11-2724-3_0918-cd
Gerlach, Jesko ; Lohaus, Ludger ; Haist, Michael. / Performance-based durability design of concrete structures under uncertainty. Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019. Hrsg. / Michael Beer ; Enrico Zio. 2020. S. 3209-3216
Download
@inproceedings{ccd90e2da12147eda355df794b1fec88,
title = "Performance-based durability design of concrete structures under uncertainty",
abstract = "Due to limitations of the current prescriptive design approach for concrete durability, performance-based durability design of concrete structures is increasingly gaining in importance. Performance-based design approaches allow a quantitative estimation of durability by taking into account the degradation processes caused by environmental loads as well as material properties, including their alteration in time and their variability. In order to address uncertainties associated with environmental loads and material properties, these approaches are usually based on a reliability analysis, in which uncertainties are handled by probabilistic modeling. However, since available information is sometimes limited (epistemic uncertainty), the appropriate probabilistic characterization of model parameters can be challenging or even impossible. In theses cases, imprecise probabilities provide an opportunity to consider epistemic uncertainty along with aleatory uncertainty (inherent randomness). Based on the theory of imprecise probabilities, this paper aims to study the role of epistemic uncertainty in durability design of concrete structures. In this context, the emphasis is on concrete structures in acidic environments corresponding to a chemical attack of the structure. By means of an illustrative example, the common reliability analysis based on probabilistic models is compared with probability bound analysis with probability boxes. The results indicate the great influence of epistemic uncertainty when available data and information are limited. Furthermore, it is shown that the determination of probabilistic models on ambiguous assumption can lead to false reliability estimates. Therefore, epistemic uncertainty should explicitly be taken into account if, due to the limited availability of data, probabilistic models cannot fully be determined.",
keywords = "Chemical attack, Concrete structures, Durability design, Imprecise probabilities, Probability boxes, Reliability",
author = "Jesko Gerlach and Ludger Lohaus and Michael Haist",
note = "Publisher Copyright: Copyright {\textcopyright} 2019 European Safety and Reliability Association. Copyright: Copyright 2020 Elsevier B.V., All rights reserved.; 29th European Safety and Reliability Conference, ESREL 2019, ESREL 2019 ; Conference date: 22-09-2019 Through 26-09-2019",
year = "2020",
doi = "10.3850/978-981-11-2724-3_0918-cd",
language = "English",
pages = "3209--3216",
editor = "Michael Beer and Enrico Zio",
booktitle = "Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019",

}

Download

TY - GEN

T1 - Performance-based durability design of concrete structures under uncertainty

AU - Gerlach, Jesko

AU - Lohaus, Ludger

AU - Haist, Michael

N1 - Publisher Copyright: Copyright © 2019 European Safety and Reliability Association. Copyright: Copyright 2020 Elsevier B.V., All rights reserved.

PY - 2020

Y1 - 2020

N2 - Due to limitations of the current prescriptive design approach for concrete durability, performance-based durability design of concrete structures is increasingly gaining in importance. Performance-based design approaches allow a quantitative estimation of durability by taking into account the degradation processes caused by environmental loads as well as material properties, including their alteration in time and their variability. In order to address uncertainties associated with environmental loads and material properties, these approaches are usually based on a reliability analysis, in which uncertainties are handled by probabilistic modeling. However, since available information is sometimes limited (epistemic uncertainty), the appropriate probabilistic characterization of model parameters can be challenging or even impossible. In theses cases, imprecise probabilities provide an opportunity to consider epistemic uncertainty along with aleatory uncertainty (inherent randomness). Based on the theory of imprecise probabilities, this paper aims to study the role of epistemic uncertainty in durability design of concrete structures. In this context, the emphasis is on concrete structures in acidic environments corresponding to a chemical attack of the structure. By means of an illustrative example, the common reliability analysis based on probabilistic models is compared with probability bound analysis with probability boxes. The results indicate the great influence of epistemic uncertainty when available data and information are limited. Furthermore, it is shown that the determination of probabilistic models on ambiguous assumption can lead to false reliability estimates. Therefore, epistemic uncertainty should explicitly be taken into account if, due to the limited availability of data, probabilistic models cannot fully be determined.

AB - Due to limitations of the current prescriptive design approach for concrete durability, performance-based durability design of concrete structures is increasingly gaining in importance. Performance-based design approaches allow a quantitative estimation of durability by taking into account the degradation processes caused by environmental loads as well as material properties, including their alteration in time and their variability. In order to address uncertainties associated with environmental loads and material properties, these approaches are usually based on a reliability analysis, in which uncertainties are handled by probabilistic modeling. However, since available information is sometimes limited (epistemic uncertainty), the appropriate probabilistic characterization of model parameters can be challenging or even impossible. In theses cases, imprecise probabilities provide an opportunity to consider epistemic uncertainty along with aleatory uncertainty (inherent randomness). Based on the theory of imprecise probabilities, this paper aims to study the role of epistemic uncertainty in durability design of concrete structures. In this context, the emphasis is on concrete structures in acidic environments corresponding to a chemical attack of the structure. By means of an illustrative example, the common reliability analysis based on probabilistic models is compared with probability bound analysis with probability boxes. The results indicate the great influence of epistemic uncertainty when available data and information are limited. Furthermore, it is shown that the determination of probabilistic models on ambiguous assumption can lead to false reliability estimates. Therefore, epistemic uncertainty should explicitly be taken into account if, due to the limited availability of data, probabilistic models cannot fully be determined.

KW - Chemical attack

KW - Concrete structures

KW - Durability design

KW - Imprecise probabilities

KW - Probability boxes

KW - Reliability

UR - http://www.scopus.com/inward/record.url?scp=85089176278&partnerID=8YFLogxK

U2 - 10.3850/978-981-11-2724-3_0918-cd

DO - 10.3850/978-981-11-2724-3_0918-cd

M3 - Conference contribution

AN - SCOPUS:85089176278

SP - 3209

EP - 3216

BT - Proceedings of the 29th European Safety and Reliability Conference, ESREL 2019

A2 - Beer, Michael

A2 - Zio, Enrico

T2 - 29th European Safety and Reliability Conference, ESREL 2019

Y2 - 22 September 2019 through 26 September 2019

ER -

Von denselben Autoren