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      <dc:title>A numerical analysis of the plastic wake influence on plasticity induced crack closure</dc:title>
      <dc:creator>Camas-Peña, Daniel</dc:creator>
      <dc:creator>Antunes, Fernando Ventura</dc:creator>
      <dc:creator>López-Crespo, Pablo</dc:creator>
      <dc:creator>González-Herrera, Antonio</dc:creator>
      <dc:subject>Materiales - Fatiga</dc:subject>
      <dc:description>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.</dc:description>
      <dc:date>2017-09-18T07:03:28Z</dc:date>
      <dc:date>2017-09-18T07:03:28Z</dc:date>
      <dc:date>2017</dc:date>
      <dc:date>2017-09-18</dc:date>
      <dc:type>conference output</dc:type>
      <dc:identifier>http://hdl.handle.net/10630/14480</dc:identifier>
      <dc:identifier>http://orcid.org/0000-0002-1152-3478</dc:identifier>
      <dc:language>spa</dc:language>
      <dc:relation>2nd International Conference on Structural Integrity</dc:relation>
      <dc:relation>Madeira, Portugal</dc:relation>
      <dc:relation>4 de Septiembre de 2017</dc:relation>
      <dc:rights>open access</dc:rights>
      <dc:rights>by-nc-nd</dc:rights>
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