<?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>2026-04-17T03:22:43Z</responseDate><request verb="GetRecord" identifier="oai:uvadoc.uva.es:10324/69767" metadataPrefix="dim">https://uvadoc.uva.es/oai/request</request><GetRecord><record><header><identifier>oai:uvadoc.uva.es:10324/69767</identifier><datestamp>2025-01-14T09:32:48Z</datestamp><setSpec>com_10324_966</setSpec><setSpec>com_10324_952</setSpec><setSpec>com_10324_894</setSpec><setSpec>col_10324_967</setSpec></header><metadata><dim:dim xmlns:dim="http://www.dspace.org/xmlns/dspace/dim" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.dspace.org/xmlns/dspace/dim http://www.dspace.org/schema/dim.xsd">
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="5397ffec-dd26-4527-b630-342ed203b188" confidence="600" orcid_id="">Čarija, Jadran</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="74b7716a-3f3b-42f7-b85d-5baf9629c9bc" confidence="500" orcid_id="">Marenić, Eduard</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="c452addc406a644b" confidence="600" orcid_id="0000-0002-8840-1778">Jarak, Tomislav</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="f27822b7-7a25-4389-bacb-c165d9911511" confidence="600" orcid_id="">Nikolić, Mijo</dim:field>
<dim:field mdschema="dc" element="date" qualifier="accessioned">2024-09-16T08:15:06Z</dim:field>
<dim:field mdschema="dc" element="date" qualifier="available">2024-09-16T08:15:06Z</dim:field>
<dim:field mdschema="dc" element="date" qualifier="issued">2024</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="citation" lang="es">Applied Sciences, 2024, Vol. 14, Nº. 3, 1287</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="issn" lang="es">2076-3417</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="uri">https://uvadoc.uva.es/handle/10324/69767</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="doi" lang="es">10.3390/app14031287</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="publicationfirstpage" lang="es">1287</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="publicationissue" lang="es">3</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="publicationtitle" lang="es">Applied Sciences</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="publicationvolume" lang="es">14</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="essn" lang="es">2076-3417</dim:field>
<dim:field mdschema="dc" element="description" lang="es">Producción Científica</dim:field>
<dim:field mdschema="dc" element="description" qualifier="abstract" lang="es">This research presents a novel approach to modeling fracture propagation using a discrete lattice element model with embedded strong discontinuities. The focus is on enhancing the linear elastic response within the model followed by propagation of fractures until total failure. To achieve this, a generalized beam lattice element with an embedded strong discontinuity based on the kinematics of a rigid-body spring model is formulated. The linear elastic regime is refined by correcting the stress tensor at nodes within the domain based on the internal forces present in lattice elements, which is achieved by introducing fictitious forces into the standard internal force vectors to predict the right elastic response of the model related to Poisson’s effect. Upon initiation of the first fractures, the procedure for the computation of the fictitious stress tensor is terminated, and the embedded strong discontinuities are activated in the lattice elements for obtaining an objective fracture and failure response. This transition ensures a shift from the elastic phase to the fracture propagation phase, enhancing the predictive capabilities in capturing the full fracture processes.</dim:field>
<dim:field mdschema="dc" element="description" qualifier="project" lang="es">Fundación Croata para la Ciencia - (project HRZZ-UIP-2020-02-6693)</dim:field>
<dim:field mdschema="dc" element="description" qualifier="project" lang="es">Gobierno de Croacia y Unión Europea, Fondo Europeo de Desarrollo Regional (FEDER) - (project KK.01.1.1.02.0027)</dim:field>
<dim:field mdschema="dc" element="description" qualifier="project" lang="es">Unión Europea, Ministerio de Ciencia, Innovación y Universidades/Agencia Estatal de Investigación (AEI)/10.13039/501100011033 - (project PID2022-140117NB-I00)</dim:field>
<dim:field mdschema="dc" element="format" qualifier="mimetype" lang="es">application/pdf</dim:field>
<dim:field mdschema="dc" element="language" qualifier="iso" lang="es">eng</dim:field>
<dim:field mdschema="dc" element="publisher" lang="es">MDPI</dim:field>
<dim:field mdschema="dc" element="rights" qualifier="accessRights" lang="es">info:eu-repo/semantics/openAccess</dim:field>
<dim:field mdschema="dc" element="rights" qualifier="uri" lang="*">http://creativecommons.org/licenses/by/4.0/</dim:field>
<dim:field mdschema="dc" element="rights" qualifier="holder" lang="es">© 2024 The authors</dim:field>
<dim:field mdschema="dc" element="rights" lang="*">Atribución 4.0 Internacional</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Discrete element method</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Lattice theory</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Structural engineering</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Estructuras (Construcción)</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Dynamics, Rigid</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Elasticity</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Elasticidad</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Fracture propagation</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Fractura, Mecánica de la</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Structural failures</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Fallas estructurales</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Resistencia de materiales</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Materials science</dim:field>
<dim:field mdschema="dc" element="subject" lang="es">Ciencia de los materiales</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="unesco" lang="es">3305.33 Resistencia de Estructuras</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="unesco" lang="es">3313 Tecnología E Ingeniería Mecánicas</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="unesco" lang="es">3312 Tecnología de Materiales</dim:field>
<dim:field mdschema="dc" element="title" lang="es">Discrete lattice element model for fracture propagation with improved elastic response</dim:field>
<dim:field mdschema="dc" element="type" lang="es">info:eu-repo/semantics/article</dim:field>
<dim:field mdschema="dc" element="type" qualifier="hasVersion" lang="es">info:eu-repo/semantics/publishedVersion</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="publisherversion" lang="es">https://www.mdpi.com/2076-3417/14/3/1287</dim:field>
<dim:field mdschema="dc" element="peerreviewed" lang="es">SI</dim:field>
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