<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.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>2026-05-27T12:13:11Z</responseDate><request verb="GetRecord" identifier="oai:riuma.uma.es:10630/14480" metadataPrefix="mods">https://riuma.uma.es/rest/oai/request</request><GetRecord><record><header><identifier>oai:riuma.uma.es:10630/14480</identifier><datestamp>2026-02-03T12:29:56Z</datestamp><setSpec>com_10630_2254</setSpec><setSpec>col_10630_37959</setSpec></header><metadata><mods:mods xmlns:doc="http://www.lyncode.com/xoai" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
   <mods:name>
      <mods:namePart>Camas-Peña, Daniel</mods:namePart>
   </mods:name>
   <mods:name>
      <mods:namePart>Antunes, Fernando Ventura</mods:namePart>
   </mods:name>
   <mods:name>
      <mods:namePart>López-Crespo, Pablo</mods:namePart>
   </mods:name>
   <mods:name>
      <mods:namePart>González-Herrera, Antonio</mods:namePart>
   </mods:name>
   <mods:extension>
      <mods:dateAvailable encoding="iso8601">2017-09-18T07:03:28Z</mods:dateAvailable>
   </mods:extension>
   <mods:extension>
      <mods:dateAccessioned encoding="iso8601">2017-09-18T07:03:28Z</mods:dateAccessioned>
   </mods:extension>
   <mods:originInfo>
      <mods:dateIssued encoding="iso8601">2017-09-18</mods:dateIssued>
   </mods:originInfo>
   <mods:identifier type="uri">http://hdl.handle.net/10630/14480</mods:identifier>
   <mods:identifier type="orcid">http://orcid.org/0000-0002-1152-3478</mods:identifier>
   <mods:abstract>Fatigue crack closure has been studied by means of finite element method since long time&#xd;
ago. Most work has been performed considering bi-dimensional models. Lately, the use of threedimensional&#xd;
models has been extended. Nevertheless, the methodology employed has been taken from&#xd;
that developed for bi-dimensional cases.&#xd;
There are a great number of previous bi-dimensional studies which analyse different numerical&#xd;
parameters and optimise them. The current computational capabilities allow a comprehensive study of&#xd;
the influence of the different modelling parameters in a similar way to those studies carried out with bidimensional&#xd;
models, with the advantage, that the evolution along the thickness of the analysed&#xd;
parameters can be taken into consideration.&#xd;
In particular, one of the key issues is related to the plastic wake length which is developed during the&#xd;
previous loading cycles. This residual stresses have a great influence on the crack opening and closure&#xd;
values. As the numerical analysis are complex and computationally expensive, the length of the&#xd;
simulated wake is a critical parameter.&#xd;
In this work, a comprehensive study of the effect of the plastic wake in fatigue crack closure is made.&#xd;
On this purpose, a CT aluminium specimen has been modelled three-dimensionally and several&#xd;
calculations have been made in order to evaluate the influence of the simulated plastic wake length. The&#xd;
numerical analysis is made in terms of crack closure and opening values as in terms of the stress and&#xd;
strain fields near the crack front.</mods:abstract>
   <mods:language>
      <mods:languageTerm>spa</mods:languageTerm>
   </mods:language>
   <mods:accessCondition type="useAndReproduction">open access</mods:accessCondition>
   <mods:accessCondition type="useAndReproduction">by-nc-nd</mods:accessCondition>
   <mods:subject>
      <mods:topic>Materiales - Fatiga</mods:topic>
   </mods:subject>
   <mods:titleInfo>
      <mods:title>A numerical analysis of the plastic wake influence on plasticity induced crack closure</mods:title>
   </mods:titleInfo>
   <mods:genre>conference output</mods:genre>
</mods:mods>
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