<?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>2026-04-17T07:24:39Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:10256/22983" metadataPrefix="marc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:10256/22983</identifier><datestamp>2024-06-14T08:54:06Z</datestamp><setSpec>com_2072_452955</setSpec><setSpec>com_2072_2054</setSpec><setSpec>col_2072_453061</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd">
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Abdel Monsef, Said Ahmed Ibrahim</subfield>
      <subfield code="e">author</subfield>
   </datafield>
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      <subfield code="a">Tijs, Bas H.A.H.</subfield>
      <subfield code="e">author</subfield>
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      <subfield code="a">Renart Canalias, Jordi</subfield>
      <subfield code="e">author</subfield>
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      <subfield code="a">Turon Travesa, Albert</subfield>
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   <datafield ind2=" " ind1=" " tag="260">
      <subfield code="c">2023-05-19</subfield>
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      <subfield code="a">The complex failure mechanisms involved in failure of interfaces requires the use of an accurate description of the cohesive law. In recent years, there have been many developments to determine the full shape of the cohesive law. However, most of the existing cohesive zone models assume a simplified shape, such as bilinear, trapezoidal or exponential, which are usually simple to model. Their accuracy is found to be rather limited, especially in the presence of a large fracture process zone due to either plastic deformation or fibre bridging. In this work, a new cohesive element description is proposed to formulate a general cohesive zone model to overcome these limitations. The benefit of the new approach is that it allows for convenient implementation of any arbitrary shape of the cohesive law obtained experimentally. The authors present a new procedure based on the superposition of &#xd;
-bilinear cohesive zones to obtain an equivalent multilinear cohesive law that fits any experimental measurement. The new element formulation has been implemented in the commercial finite element software ABAQUS, using user element subroutine. Verification of the methodology is performed at the single element level and the approach is validated for different material systems (adhesives and composites) using the double cantilever beam, end-notched flexure and mixed-mode bending tests. Excellent correlation between all numerical predictions and experimental results is obtained, demonstrating the robustness of the proposed methodology</subfield>
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      <subfield code="a">This work has been partially funded by the Spanish Government (Ministerio de Ciencia e Innovación) under contract PID2021-127879OB-C21.&#xd;
&#xd;
The second author received co-funding from the Clean Sky 2 Joint Undertaking (JU) under grant agreement No 945583 (project STUNNING)</subfield>
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      <subfield code="a">Open Access funding provided thanks to the CRUE-CSIC agreement with Elsevier</subfield>
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      <subfield code="a">http://hdl.handle.net/10256/22983</subfield>
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   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Mecànica de fractura</subfield>
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      <subfield code="a">Fracture mechanics</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Resistència de materials</subfield>
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      <subfield code="a">Strength of materials</subfield>
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   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Assaigs de materials</subfield>
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      <subfield code="a">Materials -- Testing</subfield>
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      <subfield code="a">Materials compostos -- Mètodes de simulació</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Composite materials -- Simulation methods</subfield>
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   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Materials compostos -- Deslaminatge</subfield>
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      <subfield code="a">Composite materials -- Delamination</subfield>
   </datafield>
   <datafield ind2="0" ind1="0" tag="245">
      <subfield code="a">Accurate simulation of delamination under mixed-mode loading using a multilinear cohesive law</subfield>
   </datafield>
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