<?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>2026-05-28T05:42:03Z</responseDate><request verb="GetRecord" identifier="oai:riuma.uma.es:10630/44924" metadataPrefix="marc">https://riuma.uma.es/rest/oai/request</request><GetRecord><record><header><identifier>oai:riuma.uma.es:10630/44924</identifier><datestamp>2026-01-28T00:45:33Z</datestamp><setSpec>com_10630_2254</setSpec><setSpec>col_10630_37953</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" 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">Miarka, Peter</subfield>
      <subfield code="e">author</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Sanchez Cruces, Alejandro</subfield>
      <subfield code="e">author</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Lopez-Crespo, Pablo</subfield>
      <subfield code="e">author</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">De Corte, Wouter</subfield>
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   <datafield ind2=" " ind1=" " tag="260">
      <subfield code="c">2022-12-28</subfield>
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      <subfield code="a">In this paper, the fracture process zone (FPZ) of a high-performance concrete (HPC) is studied. The analysis is done under a pure mode II load, making use of a digital image correlation (DIC) technique. The experimental test was performed on Brazilian disc with central notch (BDCN) specimens with a relative notch ratio a/R of 0.267. The main focus of this experimental study was
the traction-free crack ahead of the notch tip, together with the FPZ extent ahead of the crack. This is done by adjusting the current method for mode I crack localisation to pure mode II cracks. Additionally, a traditional analytical formulation to predict FPZ length was substituted with the fracture toughness for mode II to cover mode II load cases. To verify the adjustments to the mode I crack identification, crack tip opening (CTOD) and crack tip sliding (CTSD) displacements were measured by DIC, which showed a mode II dominance in the crack tip displacement components.</subfield>
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      <subfield code="a">Petr Miarka , Alejandro S. Cruces, Pablo Lopez-Crespo, Wouter De Corte. On the localisation of the FPZ under a pure mode II load identified by a hybrid method. Engineering Fracture Mechanics 2023.</subfield>
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      <subfield code="a">https://hdl.handle.net/10630/44924</subfield>
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   <datafield ind1="8" ind2=" " tag="024">
      <subfield code="a">10.1016/j.engfracmech.2022.109019</subfield>
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      <subfield code="a">Materiales - Fatiga</subfield>
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      <subfield code="a">Hormigón - Fractura</subfield>
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   <datafield ind2="0" ind1="0" tag="245">
      <subfield code="a">On the localisation of the FPZ under a pure mode II load identified by a hybrid method</subfield>
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