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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Gruppo Italiano Frattura
2016-06-01
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Online Access: | https://212.237.37.202/index.php/fis/article/view/1718 |
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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 |
work_keys_str_mv |
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1724317815912005632 |