Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Fatigue damage assessment of a riveted connection made of puddle iron from the Fao bridge using the modified probabilistic interpretation technique
Publication

Fatigue damage assessment of a riveted connection made of puddle iron from the Fao bridge using the modified probabilistic interpretation technique

Title
Fatigue damage assessment of a riveted connection made of puddle iron from the Fao bridge using the modified probabilistic interpretation technique
Type
Article in International Conference Proceedings Book
Year
2015
Authors
Abilio M P De Jesus
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Fernandez Canteli, A
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Conference proceedings International
Pages: 760-767
1st International Conference on Structural Integrity (ICSI)
Funchal, PORTUGAL, SEP 01-04, 2015
Indexing
Other information
Authenticus ID: P-00G-TFD
Abstract (EN): The cumulative concept proposed by Palmgren and Miner [1] maintains that the damage level can be expressed in terms of the number of cycles applied at a given stress range divided by the number of cycles needed to produce failure for the same stress range. Failure occurs when the summation of these damage increments at several stress ranges becomes unity. After this formulation, this rule is repeatedly tested for different materials under multi-step and variable amplitude loading programs [2]. Though its applicability has been often questioned, it has been practically adopted by all design codes related to structural and mechanical fatigue design. In this paper, a fatigue damage assessment of a riveted connection made of puddle iron from the Fao bridge [3-6] using the modified probabilistic interpretation technique (MPIT) is applied [7]. This technique is a generalization of the Van Leeuwen and Siemes [8, 9] work by considering a probabilistic S-N field providing a statistical distribution of the Miner number although based on a log-normal distribution. This generalization was proposed by Fernandez-Canteli [10], based on the probabilistic model developed by Castillo and Fernandez-Canteli [11]. (C) 2015 The Authors. Published by Elsevier Ltd.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 8
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Probabilistic fatigue S-N curves derivation for notched components (2017)
Article in International Scientific Journal
Raposo, P; Correia, JAFO; Abilio M P De Jesus; Rui Calçada; Lesiuk, G; Hebdon, M; Fernandez Canteli, A
Modelling probabilistic fatigue crack propagation rates for a mild structural steel (2015)
Article in International Scientific Journal
Correia, JAFO; Abilio M P De Jesus; Fernandez Canteli, A; Rui Calçada
A probabilistic analysis of Miner's law for different loading conditions (2016)
Article in International Scientific Journal
Blason, S; Correia, JAFO; Abilio M P De Jesus; Rui Calçada; Fernandez Canteli, A
Probabilistic S-N field assessment for a notched plate made of puddle iron from the Eiffel bridge with an elliptical hole (2015)
Article in International Conference Proceedings Book
Sampayo, LMCMV; Monteiro, PMF; Correia, JAFO; Xavier, JMC; Abilio M P De Jesus; Fernandez Canteli, A; Rui Calçada
Application of modal superposition technique in the fatigue analysis using local approaches (2016)
Article in International Conference Proceedings Book
Silva Horas, CS; Correia, JAFO; Abilio M P De Jesus; Rui Calçada; Aenlle, ML; Kripakaran, P; Pelayo, F; Fernandez Canteli, A
Recommend this page Top
Copyright 1996-2024 © Reitoria da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-10-11 15:14:08 | Acceptable Use Policy | Data Protection Policy | Complaint Portal