<?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>2026-04-17T16:14:21Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/103924" metadataPrefix="marc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/103924</identifier><datestamp>2026-01-21T10:06:28Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452950</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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      <subfield code="a">dc</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Cavaco, E. S.</subfield>
      <subfield code="e">author</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Neves, Luís A.C</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Casas Rius, Joan Ramon</subfield>
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   <datafield ind2=" " ind1=" " tag="260">
      <subfield code="c">2017-04</subfield>
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      <subfield code="a">This is the peer reviewed version of the following article: [Cavaco ES, Neves LAC and Casas JR. Reliability-based approach to the robustness of corroded reinforced concrete structures. Structural Concrete. 2017;18:316–325. https://doi.org/10.1002/suco.201600084], which has been published in final form at http://onlinelibrary.wiley.com/doi/10.1002/suco.201600084/abstract. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.</subfield>
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      <subfield code="a">Currently, decisions on the maintenance and repair of infrastructural assets, structures in particular, are mostly based on the results of inspections and the resulting condition index, neglecting system robustness and therefore not making optimal use of the limited funds available. This paper presents a definition and a measure of structural robustness in the context of deteriorating structures which are compatible with asset management systems for optimal maintenance and repair planning. The proposed index is used to define the robustness of existing reinforced concrete (RC) structures to rebar corrosion. Structural performance and the corresponding reliability index are assessed using combined advanced reliability and structural analysis techniques. Structural analysis explicitly includes deterioration mechanisms resulting from corrosion, such as reinforcement area reduction, concrete cracking, and bond deterioration. The first-order reliability method, combined with a response surface algorithm, is used to compute the reliability index for a wide range of different corrosion levels, resulting in a fragility curve. Finally, structural robustness is computed and discussed based on the results obtained. A robustness comparison of different structures can then be used to determine structural types more tolerant to corrosion and these results used for planning maintenance and repairs.</subfield>
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      <subfield code="a">Peer Reviewed</subfield>
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      <subfield code="a">Postprint (author's final draft)</subfield>
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   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó</subfield>
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      <subfield code="a">Reinforced concrete construction--Reliability</subfield>
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      <subfield code="a">Reinforced concrete--Corrosion</subfield>
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      <subfield code="a">Robustness</subfield>
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      <subfield code="a">Reliability</subfield>
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      <subfield code="a">Damage</subfield>
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      <subfield code="a">Reinforced Concrete</subfield>
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      <subfield code="a">Corrosion</subfield>
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      <subfield code="a">Formigó armat -- Corrosió</subfield>
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      <subfield code="a">Reliability-based approach to the robustness of corroded reinforced concrete structures</subfield>
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