The non-proportionality of local stress paths in engineering applications

A scalar measure, which describes the non-proportionality of local stress paths in engineering applications, is introduced. For this purpose the moment of inertia approach by Meggiolaro is modified in a way that the stress time history is evaluated in a tresca-stress-space. This modification makes...

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Main Authors: C. Riess, M. Obermayr, M. Vormwald
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2016-06-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://212.237.37.202/index.php/fis/article/view/1718
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spelling doaj-3043897011454222817729f5c0d00be72021-01-30T17:15:27ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932016-06-011037The non-proportionality of local stress paths in engineering applicationsC. Riess0M. Obermayr1M. Vormwald2ZF Friedrichshafen AGZF Friedrichshafen AGTechnische Universität Darmstadt A scalar measure, which describes the non-proportionality of local stress paths in engineering applications, is introduced. For this purpose the moment of inertia approach by Meggiolaro is modified in a way that the stress time history is evaluated in a tresca-stress-space. This modification makes the non-proportionality factor invariant with respect to the coordinate system. An optimization procedure is implemented to derive a test set-up for new component tests with 2 load channels. The aim of the planned tests is to get a high non-proportionality at the potential crack initiation site. It is not possible to obtain a high non-proportionality factor at the failure location without selective weakening of the component (housing of a rear axle steering). Therefore specific areas of the structure are cut out and the optimization procedure is repeated. As a result of the optimization a test set-up with high local non-proportionality at the potential crack initiation site is achieved for the weakened structure. Another set-up with slightly less non-proportionality but with a very localized damage is derived. This set-up is preferred, because of the robustness in the physical test. https://212.237.37.202/index.php/fis/article/view/1718Non-proportional fatigueMultiaxial testing
collection DOAJ
language English
format Article
sources DOAJ
author C. Riess
M. Obermayr
M. Vormwald
spellingShingle C. Riess
M. Obermayr
M. Vormwald
The non-proportionality of local stress paths in engineering applications
Frattura ed Integrità Strutturale
Non-proportional fatigue
Multiaxial testing
author_facet C. Riess
M. Obermayr
M. Vormwald
author_sort C. Riess
title The non-proportionality of local stress paths in engineering applications
title_short The non-proportionality of local stress paths in engineering applications
title_full The non-proportionality of local stress paths in engineering applications
title_fullStr The non-proportionality of local stress paths in engineering applications
title_full_unstemmed The non-proportionality of local stress paths in engineering applications
title_sort non-proportionality of local stress paths in engineering applications
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2016-06-01
description A scalar measure, which describes the non-proportionality of local stress paths in engineering applications, is introduced. For this purpose the moment of inertia approach by Meggiolaro is modified in a way that the stress time history is evaluated in a tresca-stress-space. This modification makes the non-proportionality factor invariant with respect to the coordinate system. An optimization procedure is implemented to derive a test set-up for new component tests with 2 load channels. The aim of the planned tests is to get a high non-proportionality at the potential crack initiation site. It is not possible to obtain a high non-proportionality factor at the failure location without selective weakening of the component (housing of a rear axle steering). Therefore specific areas of the structure are cut out and the optimization procedure is repeated. As a result of the optimization a test set-up with high local non-proportionality at the potential crack initiation site is achieved for the weakened structure. Another set-up with slightly less non-proportionality but with a very localized damage is derived. This set-up is preferred, because of the robustness in the physical test.
topic Non-proportional fatigue
Multiaxial testing
url https://212.237.37.202/index.php/fis/article/view/1718
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