Application of the Moment Of Inertia method to the Critical-Plane Approach

The Moment-Of-Inertia (MOI) method has been proposed by the authors to solve some of the shortcomings of convex-enclosure methods, when they are used to calculate path-equivalent ranges and mean components of complex non-proportional (NP) multiaxial load histories. In the proposed 2D version for use...

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Main Authors: Hao Wu, Marco Antonio Meggiolaro, Jaime Tupiassú Pinho de Castro
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2016-10-01
Series:Fracture and Structural Integrity
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Online Access:https://www.fracturae.com/index.php/fis/article/view/1775
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author Hao Wu
Marco Antonio Meggiolaro
Jaime Tupiassú Pinho de Castro
author_facet Hao Wu
Marco Antonio Meggiolaro
Jaime Tupiassú Pinho de Castro
author_sort Hao Wu
collection DOAJ
description The Moment-Of-Inertia (MOI) method has been proposed by the authors to solve some of the shortcomings of convex-enclosure methods, when they are used to calculate path-equivalent ranges and mean components of complex non-proportional (NP) multiaxial load histories. In the proposed 2D version for use with critical-plane models, the MOI method considers the non-proportionality of the projected shear-shear history on each candidate plane through the shape of the load path, providing good results even for challenging non-convex paths. The MOI-calculated path-equivalent shear stress (or strain) ranges from each counted load event can then be used in any shear-based critical-plane multiaxial fatigue damage model, such as Findley’s or Fatemi-Socie’s. An efficient computer code with the shear-shear version of the MOI algorithm is also provided in this work. KEYWORDS. Multiaxial fatigue; Non-proportional loadings; Equivalent ranges; Critical-Plane Approach.
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institution Kabale University
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series Fracture and Structural Integrity
spelling doaj-art-0535bde666014c40a11bfc58c8bfddc82025-01-03T00:39:59ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932016-10-011038Application of the Moment Of Inertia method to the Critical-Plane ApproachHao WuMarco Antonio MeggiolaroJaime Tupiassú Pinho de CastroThe Moment-Of-Inertia (MOI) method has been proposed by the authors to solve some of the shortcomings of convex-enclosure methods, when they are used to calculate path-equivalent ranges and mean components of complex non-proportional (NP) multiaxial load histories. In the proposed 2D version for use with critical-plane models, the MOI method considers the non-proportionality of the projected shear-shear history on each candidate plane through the shape of the load path, providing good results even for challenging non-convex paths. The MOI-calculated path-equivalent shear stress (or strain) ranges from each counted load event can then be used in any shear-based critical-plane multiaxial fatigue damage model, such as Findley’s or Fatemi-Socie’s. An efficient computer code with the shear-shear version of the MOI algorithm is also provided in this work. KEYWORDS. Multiaxial fatigue; Non-proportional loadings; Equivalent ranges; Critical-Plane Approach.https://www.fracturae.com/index.php/fis/article/view/1775Multiaxial fatigueNon-proportional loadingsEquivalent rangesCritical-Plane Approach
spellingShingle Hao Wu
Marco Antonio Meggiolaro
Jaime Tupiassú Pinho de Castro
Application of the Moment Of Inertia method to the Critical-Plane Approach
Fracture and Structural Integrity
Multiaxial fatigue
Non-proportional loadings
Equivalent ranges
Critical-Plane Approach
title Application of the Moment Of Inertia method to the Critical-Plane Approach
title_full Application of the Moment Of Inertia method to the Critical-Plane Approach
title_fullStr Application of the Moment Of Inertia method to the Critical-Plane Approach
title_full_unstemmed Application of the Moment Of Inertia method to the Critical-Plane Approach
title_short Application of the Moment Of Inertia method to the Critical-Plane Approach
title_sort application of the moment of inertia method to the critical plane approach
topic Multiaxial fatigue
Non-proportional loadings
Equivalent ranges
Critical-Plane Approach
url https://www.fracturae.com/index.php/fis/article/view/1775
work_keys_str_mv AT haowu applicationofthemomentofinertiamethodtothecriticalplaneapproach
AT marcoantoniomeggiolaro applicationofthemomentofinertiamethodtothecriticalplaneapproach
AT jaimetupiassupinhodecastro applicationofthemomentofinertiamethodtothecriticalplaneapproach