A decision support framework for fatigue assessment of steel bridges
(2018) In Engineering Failure Analysis 91. p.306-314- Abstract
- Many bridges are approaching or have already passed their expected service life. For steel bridges, fatigue is often the decisive degradation phenomenon that theoretically puts restrictions on a continued use. At the same time, fatigue is also afflicted with large uncertainties on the resistance side as well as on the action effect side. An accurate assessment of the service life will require measures outside the governing regulations but understanding what steps to take and how to consider the outcome for decisions on interventions can be a difficult task for a non expert. This paper presents possible assessment actions and a decision support framework for rational decisions on interventions to extend the theoretical service life of... (More)
- Many bridges are approaching or have already passed their expected service life. For steel bridges, fatigue is often the decisive degradation phenomenon that theoretically puts restrictions on a continued use. At the same time, fatigue is also afflicted with large uncertainties on the resistance side as well as on the action effect side. An accurate assessment of the service life will require measures outside the governing regulations but understanding what steps to take and how to consider the outcome for decisions on interventions can be a difficult task for a non expert. This paper presents possible assessment actions and a decision support framework for rational decisions on interventions to extend the theoretical service life of existing bridges. A case study of a critical railway bridge is incorporated to demonstrate the framework. The aim is to provide a tool for bridge managers on how to evaluate and procure different assessment actions. (Less)
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/776607c7-24ea-4cb0-b21d-793823b5b7e8
- author
- Leander, John ; Honfi, Daniel ; Larsson Ivanov, Oskar LU and Björnsson, Ivar LU
- organization
- publishing date
- 2018-04-27
- type
- Contribution to journal
- publication status
- published
- subject
- keywords
- Bridges, Fatigue, Decisions, Risk, Monitoring
- in
- Engineering Failure Analysis
- volume
- 91
- pages
- 306 - 314
- publisher
- Elsevier
- external identifiers
-
- scopus:85053060103
- ISSN
- 1350-6307
- DOI
- 10.1016/j.engfailanal.2018.04.033
- project
- BIG BRO – Decision support for maintenance and upgrading of existing transportation infrastructure
- language
- English
- LU publication?
- yes
- id
- 776607c7-24ea-4cb0-b21d-793823b5b7e8
- date added to LUP
- 2018-05-03 08:11:28
- date last changed
- 2025-04-04 15:11:10
@article{776607c7-24ea-4cb0-b21d-793823b5b7e8, abstract = {{Many bridges are approaching or have already passed their expected service life. For steel bridges, fatigue is often the decisive degradation phenomenon that theoretically puts restrictions on a continued use. At the same time, fatigue is also afflicted with large uncertainties on the resistance side as well as on the action effect side. An accurate assessment of the service life will require measures outside the governing regulations but understanding what steps to take and how to consider the outcome for decisions on interventions can be a difficult task for a non expert. This paper presents possible assessment actions and a decision support framework for rational decisions on interventions to extend the theoretical service life of existing bridges. A case study of a critical railway bridge is incorporated to demonstrate the framework. The aim is to provide a tool for bridge managers on how to evaluate and procure different assessment actions.}}, author = {{Leander, John and Honfi, Daniel and Larsson Ivanov, Oskar and Björnsson, Ivar}}, issn = {{1350-6307}}, keywords = {{Bridges; Fatigue; Decisions; Risk; Monitoring}}, language = {{eng}}, month = {{04}}, pages = {{306--314}}, publisher = {{Elsevier}}, series = {{Engineering Failure Analysis}}, title = {{A decision support framework for fatigue assessment of steel bridges}}, url = {{http://dx.doi.org/10.1016/j.engfailanal.2018.04.033}}, doi = {{10.1016/j.engfailanal.2018.04.033}}, volume = {{91}}, year = {{2018}}, }