<?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>2026-05-29T20:26:00Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/4203" metadataPrefix="qdc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/4203</identifier><datestamp>2021-11-02T12:04:49Z</datestamp><setSpec>com_10259_4201</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_4202</setSpec></header><metadata><qdc:qualifieddc xmlns:qdc="http://dspace.org/qualifieddc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://purl.org/dc/elements/1.1/ http://dublincore.org/schemas/xmls/qdc/2006/01/06/dc.xsd http://purl.org/dc/terms/ http://dublincore.org/schemas/xmls/qdc/2006/01/06/dcterms.xsd http://dspace.org/qualifieddc/ http://www.ukoln.ac.uk/metadata/dcmi/xmlschema/qualifieddc.xsd">
<dc:title>Implementation of the GTN Damage Model to Simulate the Small Punch Test on Pre-Cracked Specimens</dc:title>
<dc:creator>Alegre Calderón, Jesús Manuel</dc:creator>
<dc:creator>Cuesta Segura, Isidoro Iván</dc:creator>
<dc:creator>Bravo Díez, Pedro Miguel</dc:creator>
<dc:subject>Small Punch Test</dc:subject>
<dc:subject>Pre-cracked Specimen</dc:subject>
<dc:subject>Gurson-Tvergaard Damage Model</dc:subject>
<dc:subject>Ductile Fracture</dc:subject>
<dc:subject>Interrupted Test</dc:subject>
<dc:subject>15.5PH steel</dc:subject>
<dcterms:abstract>Nowadays, pre-cracked Small Punch Tests (P-SPT) are used in those cases where there is not enough material for conducting conventional tests. In this paper, P-SPT has been used to determine the fracture properties of the 15.5PH steel, using the micromechanical model, developed by Gurson-Tvergaard-Needleman (GTN). The effect of variation of damage parameters on the numerical simulation has been analyzed. This numerical simulation is based on the sequential adjustment of the experimental load-displacement curves obtained from P-SPT. Interrupted test have been also developed in order to know the cracking process during loading and the damage evolution until fracture.</dcterms:abstract>
<dcterms:dateAccepted>2016-08-29T10:07:08Z</dcterms:dateAccepted>
<dcterms:available>2016-08-29T10:07:08Z</dcterms:available>
<dcterms:created>2016-08-29T10:07:08Z</dcterms:created>
<dcterms:issued>2011</dcterms:issued>
<dc:type>info:eu-repo/semantics/conferenceObject</dc:type>
<dc:identifier>1877-7058</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/4203</dc:identifier>
<dc:identifier>10.1016/j.proeng.2011.04.166</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Procedia Engineering. 2011, v. 10, p. 1007-1016</dc:relation>
<dc:relation>http://dx.doi.org/10.1016/j.proeng.2011.04.166</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/MICINN/MAT2008-06879-C03-03/MAT</dc:relation>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/3.0</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivs 3.0 Unported</dc:rights>
<dc:publisher>Elsevier</dc:publisher>
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