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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Main Authors: Garcia Martin, Pereira Baptista Claudio A., Nussbaumer Alain
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201816516007
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spelling 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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