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On service life quantification and service life management

Thons, Sebastian LU ; Bjornsson, Ivar LU and Celati, Simone LU (2024) 2nd FABRE Conference on Existing Bridges, Viaducts and Tunnels: Research, Innovation and Applications, FABRE 2024 In Procedia Structural Integrity 62. p.259-267
Abstract

The service life of infrastructures is of high relevance for the provision of societal and industrial functionality and sustainability. Despite this high relevance, the service life is not explicitly considered of the design and operation procedures. Towards an efficient and sustainable service life management, this paper contains a description of approaches for service life limit quantification and service life management. The service life limit quantification is based on scenario modelling for identifying technical and economical service life limits. The technical service life limit is determined with a system reliability analysis and the comparison with target reliabilities accounting for human safety requirements. The service life... (More)

The service life of infrastructures is of high relevance for the provision of societal and industrial functionality and sustainability. Despite this high relevance, the service life is not explicitly considered of the design and operation procedures. Towards an efficient and sustainable service life management, this paper contains a description of approaches for service life limit quantification and service life management. The service life limit quantification is based on scenario modelling for identifying technical and economical service life limits. The technical service life limit is determined with a system reliability analysis and the comparison with target reliabilities accounting for human safety requirements. The service life management approach builds upon the service life limit quantification and further includes the probabilities, benefits, cost and consequences associated to the system states throughout the service life. In this way, technical, economic and life safety models and boundaries can be jointly analysed and optimised based on decision theory. Both the technical service life quantification and the service life management approaches are exemplified through the documentation of case studies. Furthermore, the principles and key outcomes pertaining to service life quantification are summarized.

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Please use this url to cite or link to this publication:
author
; and
organization
publishing date
type
Chapter in Book/Report/Conference proceeding
publication status
published
subject
keywords
Corrosion, Existing bridges, In-Time Reliability, Prestressed-concrete with post-tensioned tendons
host publication
2nd FABRE Conference on Existing Bridges, Viaducts and Tunnels: Research, Innovation and Applications : FABRE 2024 - FABRE 2024
series title
Procedia Structural Integrity
volume
62
pages
9 pages
publisher
Elsevier
conference name
2nd FABRE Conference on Existing Bridges, Viaducts and Tunnels: Research, Innovation and Applications, FABRE 2024
conference location
Genova, Italy
conference dates
2024-02-12 - 2024-02-15
external identifiers
  • scopus:85208431117
ISSN
2452-3216
DOI
10.1016/j.prostr.2024.09.041
language
English
LU publication?
yes
additional info
Publisher Copyright: © 2024 The Author(s).
id
47376786-0b1e-42d6-aa4a-a5fccfe7a758
date added to LUP
2024-11-14 14:43:03
date last changed
2025-04-04 14:52:55
@inproceedings{47376786-0b1e-42d6-aa4a-a5fccfe7a758,
  abstract     = {{<p>The service life of infrastructures is of high relevance for the provision of societal and industrial functionality and sustainability. Despite this high relevance, the service life is not explicitly considered of the design and operation procedures. Towards an efficient and sustainable service life management, this paper contains a description of approaches for service life limit quantification and service life management. The service life limit quantification is based on scenario modelling for identifying technical and economical service life limits. The technical service life limit is determined with a system reliability analysis and the comparison with target reliabilities accounting for human safety requirements. The service life management approach builds upon the service life limit quantification and further includes the probabilities, benefits, cost and consequences associated to the system states throughout the service life. In this way, technical, economic and life safety models and boundaries can be jointly analysed and optimised based on decision theory. Both the technical service life quantification and the service life management approaches are exemplified through the documentation of case studies. Furthermore, the principles and key outcomes pertaining to service life quantification are summarized.</p>}},
  author       = {{Thons, Sebastian and Bjornsson, Ivar and Celati, Simone}},
  booktitle    = {{2nd FABRE Conference on Existing Bridges, Viaducts and Tunnels: Research, Innovation and Applications : FABRE 2024}},
  issn         = {{2452-3216}},
  keywords     = {{Corrosion; Existing bridges; In-Time Reliability; Prestressed-concrete with post-tensioned tendons}},
  language     = {{eng}},
  pages        = {{259--267}},
  publisher    = {{Elsevier}},
  series       = {{Procedia Structural Integrity}},
  title        = {{On service life quantification and service life management}},
  url          = {{http://dx.doi.org/10.1016/j.prostr.2024.09.041}},
  doi          = {{10.1016/j.prostr.2024.09.041}},
  volume       = {{62}},
  year         = {{2024}},
}