<?xml version='1.0' encoding='UTF-8'?><?xml-stylesheet href='static/style.xsl' type='text/xsl'?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-20T23:38:08Z</responseDate><request verb="GetRecord" identifier="oai:ebiltegia.mondragon.edu:20.500.11984/1214" metadataPrefix="rdf">https://ebiltegia.mondragon.edu/oai/request</request><GetRecord><record><header><identifier>oai:ebiltegia.mondragon.edu:20.500.11984/1214</identifier><datestamp>2024-03-04T16:54:22Z</datestamp><setSpec>com_20.500.11984_1143</setSpec><setSpec>col_20.500.11984_1148</setSpec></header><metadata><rdf:RDF xmlns:rdf="http://www.openarchives.org/OAI/2.0/rdf/" xmlns:ow="http://www.ontoweb.org/ontology/1#" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:ds="http://dspace.org/ds/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/rdf/ http://www.openarchives.org/OAI/2.0/rdf.xsd">
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      <dc:title>A numerical analysis of multiaxial fatigue in a butt weld specimen considering residual stresses</dc:title>
      <dc:creator>Llavori, Inigo</dc:creator>
      <dc:creator>Esnaola, Jon Ander</dc:creator>
      <dc:creator>Etxebarria, Unai</dc:creator>
      <dc:creator>Lopez-Jauregi, Arkaitz</dc:creator>
      <dc:creator>Ulacia, Ibai</dc:creator>
      <dc:creator>Ugarte, Done</dc:creator>
      <dc:creator>Larrañaga, Miren</dc:creator>
      <dc:description>Residual Stress (RS) pattern changes considerably depending on the width of the plates and the welding parameters, having effect on the fatigue strength. Most of the standards do not consider them and in some  works,  yield  stress  is  taken  as  residual  stressvalue.  It  results  in  a  very  conservative  estimation  of  fatigue life. Authors developed recently a numerical model to predict more properly the value of RS pattern depending  on  the  plate  thickness.  In  a  welded  joint,  considering  the  RS  and  alternating  axial  loads,  the  evolution  of  the  stresses  is  multiaxial,  becoming  necessary  its  study.  Therefore,  the  aim  of  this  work  is  to  analyse  different  fatigue  indicator  parameters  (Smith-Watson-Topper,  Fatemi-Socie,  and  Critical  Plane  implementation of the Basquin equation) in order to predict the fatigue behaviour of butt-weld components. For that purpose, the numerical model to predict the RS pattern in welded joint developed by this research group is used.</dc:description>
      <dc:date>2019-05-22T13:52:45Z</dc:date>
      <dc:date>2019-05-22T13:52:45Z</dc:date>
      <dc:date>2018</dc:date>
      <dc:type>http://purl.org/coar/resource_type/c_c94f</dc:type>
      <dc:identifier>2261-236X</dc:identifier>
      <dc:identifier>https://katalogoa.mondragon.edu/janium-bin/janium_login_opac.pl?find&amp;ficha_no=147818</dc:identifier>
      <dc:identifier>https://hdl.handle.net/20.500.11984/1214</dc:identifier>
      <dc:language>eng</dc:language>
      <dc:rights>Attribution 4.0 International</dc:rights>
      <dc:rights>http://creativecommons.org/licenses/by/4.0/</dc:rights>
      <dc:rights>© The Authors</dc:rights>
      <dc:publisher>EDP Sciences</dc:publisher>
   </ow:Publication>
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