Probabilistic fatigue crack growth modeling for reliability-based inspection planning
(2012) 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012 In Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012 p.319-326- Abstract
The fatigue deterioration modeling for welded steel structures subjected to high cycle fatigue is presented in the current document. The aim of this paper is to formulate approaches based on actual research results for the phases fatigue crack initiation, fatigue propagation and fatigue failure. The physical characteristics of the approaches are discussed in combination with the associated uncertainties and the probabilistic modeling of this time variant reliability problem. The fatigue deterioration modeling documented here serve as a basis for a reliability-based approach to inspection planning.
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https://lup.lub.lu.se/record/f1dccc1f-98b4-4e87-a527-a62c7e36c031
- author
- Schneider, R. ; Thöns, S. LU and Straub, D.
- publishing date
- 2012-10-17
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- host publication
- Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012
- series title
- Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012
- pages
- 8 pages
- conference name
- 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012
- conference location
- Vienna, Austria
- conference dates
- 2012-10-03 - 2012-10-06
- external identifiers
-
- scopus:84874538288
- ISBN
- 9780415621267
- language
- English
- LU publication?
- no
- id
- f1dccc1f-98b4-4e87-a527-a62c7e36c031
- date added to LUP
- 2020-09-09 10:27:32
- date last changed
- 2022-03-26 06:25:54
@inproceedings{f1dccc1f-98b4-4e87-a527-a62c7e36c031, abstract = {{<p>The fatigue deterioration modeling for welded steel structures subjected to high cycle fatigue is presented in the current document. The aim of this paper is to formulate approaches based on actual research results for the phases fatigue crack initiation, fatigue propagation and fatigue failure. The physical characteristics of the approaches are discussed in combination with the associated uncertainties and the probabilistic modeling of this time variant reliability problem. The fatigue deterioration modeling documented here serve as a basis for a reliability-based approach to inspection planning.</p>}}, author = {{Schneider, R. and Thöns, S. and Straub, D.}}, booktitle = {{Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012}}, isbn = {{9780415621267}}, language = {{eng}}, month = {{10}}, pages = {{319--326}}, series = {{Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012}}, title = {{Probabilistic fatigue crack growth modeling for reliability-based inspection planning}}, year = {{2012}}, }