The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings

This work is motivated by the increasing interest towards the application of the “Projection-by-Projection” (PbP) spectral method in finite element (FE) analysis of components under multiaxial random loadings. To help users and engineers in developing their software routines, this paper presents a...

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Main Authors: Denis Benasciutti, Davide Zanellati, Alessandro Cristofori
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2018-12-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/2233
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spelling doaj-5000190a518843e0923d553b722d7b0d2021-01-27T17:14:22ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932018-12-011347The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadingsDenis Benasciutti0Davide Zanellati1Alessandro Cristofori2Università degli Studi di FerraraUniversità degli Studi di FerraraUniversità degli Studi di Ferrara This work is motivated by the increasing interest towards the application of the “Projection-by-Projection” (PbP) spectral method in finite element (FE) analysis of components under multiaxial random loadings. To help users and engineers in developing their software routines, this paper presents a set of numerical case studies to be used as a guideline to implement the PbP method. The sequence of analysis steps in the method are first summarized and explained. A first numerical example is then illustrated, in which various types of biaxial random stress are applied to three materials with different tension/torsion fatigue properties. Results of each analysis step are displayed explicitly to allow a plain understanding of how the PbP method works. The examples are chosen with the purpose to show the capability of the method to take into account the effect of correlation degree among stress components, and the relationship between material and multiaxial stress in relation to the tension/torsion fatigue properties. A case study is finally discussed, in which the method is applied to a FE structural durability analysis of a simple structure subjected to random excitations. The example describes the flowchart and the program by which to implement the method through Ansys APDL software. This final example illustrates how the PbP method is an efficient tool to analyze multiaxial random stresses in complex structures. https://www.fracturae.com/index.php/fis/article/view/2233Multiaxial fatigueRandom stressFrequency-domain approachPower Spectral Density (PSD)Finite element method
collection DOAJ
language English
format Article
sources DOAJ
author Denis Benasciutti
Davide Zanellati
Alessandro Cristofori
spellingShingle Denis Benasciutti
Davide Zanellati
Alessandro Cristofori
The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
Frattura ed Integrità Strutturale
Multiaxial fatigue
Random stress
Frequency-domain approach
Power Spectral Density (PSD)
Finite element method
author_facet Denis Benasciutti
Davide Zanellati
Alessandro Cristofori
author_sort Denis Benasciutti
title The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
title_short The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
title_full The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
title_fullStr The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
title_full_unstemmed The “Projection-by-Projection” (PbP) criterion for multiaxial random fatigue loadings
title_sort “projection-by-projection” (pbp) criterion for multiaxial random fatigue loadings
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2018-12-01
description This work is motivated by the increasing interest towards the application of the “Projection-by-Projection” (PbP) spectral method in finite element (FE) analysis of components under multiaxial random loadings. To help users and engineers in developing their software routines, this paper presents a set of numerical case studies to be used as a guideline to implement the PbP method. The sequence of analysis steps in the method are first summarized and explained. A first numerical example is then illustrated, in which various types of biaxial random stress are applied to three materials with different tension/torsion fatigue properties. Results of each analysis step are displayed explicitly to allow a plain understanding of how the PbP method works. The examples are chosen with the purpose to show the capability of the method to take into account the effect of correlation degree among stress components, and the relationship between material and multiaxial stress in relation to the tension/torsion fatigue properties. A case study is finally discussed, in which the method is applied to a FE structural durability analysis of a simple structure subjected to random excitations. The example describes the flowchart and the program by which to implement the method through Ansys APDL software. This final example illustrates how the PbP method is an efficient tool to analyze multiaxial random stresses in complex structures.
topic Multiaxial fatigue
Random stress
Frequency-domain approach
Power Spectral Density (PSD)
Finite element method
url https://www.fracturae.com/index.php/fis/article/view/2233
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