Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings
In this study, the multiaxial fatigue strength of full-scale transversal attachment is assessed and compared to original experimental results and others found in the literature. Mild strength S235JR steel is used and an exploratory investigation on the use of high strength S690QL steel and the effec...
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2018-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201816516007 |
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doaj-5f3a301f2dd4453ea595e8b7af7b218e2021-02-02T01:54:03ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011651600710.1051/matecconf/201816516007matecconf_fatigue2018_16007Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadingsGarcia Martin0Pereira Baptista Claudio A.1Nussbaumer Alain2EPFL - Swiss Federal Institute of Technology, Resilient Steel Structure Laboratory (RESSLab)GRID International - Consulting Engineers, av. João CrisóstomoEPFL - Swiss Federal Institute of Technology, Resilient Steel Structure Laboratory (RESSLab)In this study, the multiaxial fatigue strength of full-scale transversal attachment is assessed and compared to original experimental results and others found in the literature. Mild strength S235JR steel is used and an exploratory investigation on the use of high strength S690QL steel and the effect of non-proportional loading is presented. The study focuses on non-load carrying fillet welds as commonly used in bridge design and more generally between main girders and struts. The experimental program includes 33 uniaxial and multiaxial fatigue tests and was partially carried out on a new multiaxial setup that allows proportional and non-proportional tests in a typical welded detail. The fatigue life is then compared with estimations obtained from local approaches with the help of 3D finite element models. The multiaxial fatigue life assessment with some of the well-known local approaches is shown to be suited to the analysis under multiaxial stress states. The accuracy of each models and approaches is compared to the experimental values considering all the previously cited parameters.https://doi.org/10.1051/matecconf/201816516007 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Garcia Martin Pereira Baptista Claudio A. Nussbaumer Alain |
spellingShingle |
Garcia Martin Pereira Baptista Claudio A. Nussbaumer Alain Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings MATEC Web of Conferences |
author_facet |
Garcia Martin Pereira Baptista Claudio A. Nussbaumer Alain |
author_sort |
Garcia Martin |
title |
Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
title_short |
Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
title_full |
Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
title_fullStr |
Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
title_full_unstemmed |
Multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
title_sort |
multiaxial fatigue study on steel transversal attachments under constant amplitude proportional and non-proportional loadings |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2018-01-01 |
description |
In this study, the multiaxial fatigue strength of full-scale transversal attachment is assessed and compared to original experimental results and others found in the literature. Mild strength S235JR steel is used and an exploratory investigation on the use of high strength S690QL steel and the effect of non-proportional loading is presented. The study focuses on non-load carrying fillet welds as commonly used in bridge design and more generally between main girders and struts. The experimental program includes 33 uniaxial and multiaxial fatigue tests and was partially carried out on a new multiaxial setup that allows proportional and non-proportional tests in a typical welded detail. The fatigue life is then compared with estimations obtained from local approaches with the help of 3D finite element models. The multiaxial fatigue life assessment with some of the well-known local approaches is shown to be suited to the analysis under multiaxial stress states. The accuracy of each models and approaches is compared to the experimental values considering all the previously cited parameters. |
url |
https://doi.org/10.1051/matecconf/201816516007 |
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