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Probabilistic fatigue crack growth modeling for reliability-based inspection planning

Schneider, R. ; Thöns, S. LU and Straub, D. (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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author
; and
publishing date
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
2020-10-16 10:45:10
@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},
}