A probabilistic interpretation of the Miner number for fatigue life prediction

The Miner number M, used as a tool for lifetime prediction of mechanical and structural components in most of the standards related to fatigue design, is generally accepted as representing a damage stage resulting from a linear progression of damage accumulation. Nonetheless, the fatigue and damage...

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Main Authors: A. Fernández-Canteli, S. Blasón, J.A.F.O. Correia, A.M.P. de Jesus
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2014-09-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/1295
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spelling doaj-f423b7eeb5fb4b2fadca34fd840b854f2021-01-27T17:17:29ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932014-09-01830A probabilistic interpretation of the Miner number for fatigue life predictionA. Fernández-CanteliS. BlasónJ.A.F.O. CorreiaA.M.P. de Jesus The Miner number M, used as a tool for lifetime prediction of mechanical and structural components in most of the standards related to fatigue design, is generally accepted as representing a damage stage resulting from a linear progression of damage accumulation. Nonetheless, the fatigue and damage approach proposed by Castillo and Fernández-Canteli, permits us to reject this conventional cliché by relating M to the normalized variable V, which represents percentile curves in the S-N field unequivocally associated to probability of failure. This approach, allowing a probabilistic interpretation of the Miner rule, can be applied to fatigue design of mechanical and structural components subjected to variable amplitude loading. The results of an extensive test program on concrete specimens under compressive constant and load spectra, carried out elsewhere, are used. A parallel calculation of the normalized variable V and the Miner number M is performed throughout the damage progression due to loading allowing probabilities of failure to be assigned to any value of the current Miner number. It is found that significant probabilities of failure, say P=0.05, are attained for even low values of M, thus evidencing the necessity of a new definition of the safety coefficient of structural or machine components when the Miner rule is considered. The experimental and analytical probability distributions of the resulting Miner numbers are compared and discussed, the latter still providing a nonconservative prediction in spite of the enhancement. A possible correction is analyzed. https://www.fracturae.com/index.php/fis/article/view/1295Cumulative damage
collection DOAJ
language English
format Article
sources DOAJ
author A. Fernández-Canteli
S. Blasón
J.A.F.O. Correia
A.M.P. de Jesus
spellingShingle A. Fernández-Canteli
S. Blasón
J.A.F.O. Correia
A.M.P. de Jesus
A probabilistic interpretation of the Miner number for fatigue life prediction
Frattura ed Integrità Strutturale
Cumulative damage
author_facet A. Fernández-Canteli
S. Blasón
J.A.F.O. Correia
A.M.P. de Jesus
author_sort A. Fernández-Canteli
title A probabilistic interpretation of the Miner number for fatigue life prediction
title_short A probabilistic interpretation of the Miner number for fatigue life prediction
title_full A probabilistic interpretation of the Miner number for fatigue life prediction
title_fullStr A probabilistic interpretation of the Miner number for fatigue life prediction
title_full_unstemmed A probabilistic interpretation of the Miner number for fatigue life prediction
title_sort probabilistic interpretation of the miner number for fatigue life prediction
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2014-09-01
description The Miner number M, used as a tool for lifetime prediction of mechanical and structural components in most of the standards related to fatigue design, is generally accepted as representing a damage stage resulting from a linear progression of damage accumulation. Nonetheless, the fatigue and damage approach proposed by Castillo and Fernández-Canteli, permits us to reject this conventional cliché by relating M to the normalized variable V, which represents percentile curves in the S-N field unequivocally associated to probability of failure. This approach, allowing a probabilistic interpretation of the Miner rule, can be applied to fatigue design of mechanical and structural components subjected to variable amplitude loading. The results of an extensive test program on concrete specimens under compressive constant and load spectra, carried out elsewhere, are used. A parallel calculation of the normalized variable V and the Miner number M is performed throughout the damage progression due to loading allowing probabilities of failure to be assigned to any value of the current Miner number. It is found that significant probabilities of failure, say P=0.05, are attained for even low values of M, thus evidencing the necessity of a new definition of the safety coefficient of structural or machine components when the Miner rule is considered. The experimental and analytical probability distributions of the resulting Miner numbers are compared and discussed, the latter still providing a nonconservative prediction in spite of the enhancement. A possible correction is analyzed.
topic Cumulative damage
url https://www.fracturae.com/index.php/fis/article/view/1295
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