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Models and methods for probabilistic safety assessment of steel structures subject to fatigue
Department Reliable Structures, TNO, and Eindhoven University of Technology, the Netherlands.ORCID iD: 0000-0001-5831-2478
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0002-2833-4585
ENAC-RESSLab, Ecole Polytechnique Fédérale de Lausanne.ORCID iD: 0000-0002-8994-4926
Department Civil Engineering, Aalborg University, Denmark.ORCID iD: 0000-0001-6987-6877
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2025 (English)In: Structural Safety, ISSN 0167-4730, E-ISSN 1879-3355, Vol. 113, article id 102446Article in journal (Refereed) Published
Abstract [en]

We review of the state of the art in probabilistic modelling for fatigue reliability of civil engineering and offshore structures. The modeling of randomness and uncertainty in  fatigue resistance and fatigue load variables are presented in some detail. This is followed  by a review of the specifics of reliability analysis for fatigue limit states and a background  on the semi-probabilistic treatment of fatigue safety. We discuss the different life-cycle  reliability concepts and give an overview on probabilistic inspection planning. We describe  the choices made in the Probabilistic Model Code of the Joint Committee of Structural  Safety, present alternatives to these choices and suggest areas of future research.

Place, publisher, year, edition, pages
Elsevier BV , 2025. Vol. 113, article id 102446
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-344146DOI: 10.1016/j.strusafe.2024.102446ISI: 001382289900001Scopus ID: 2-s2.0-85184583471OAI: oai:DiVA.org:kth-344146DiVA, id: diva2:1842444
Note

QC 20240305

Available from: 2024-03-05 Created: 2024-03-05 Last updated: 2025-02-27Bibliographically approved

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Maljaars, JohanLeander, JohnNussbaumer, AlainSørensen, John DaalsgaardStraub, Daniel
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