<?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>2026-07-30T22:13:38Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/7468" metadataPrefix="edm">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/7468</identifier><datestamp>2023-04-17T08:25:12Z</datestamp><setSpec>com_10259_6171</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_6172</setSpec></header><metadata><rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:ore="http://www.openarchives.org/ore/terms/" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:ds="http://dspace.org/ds/elements/1.1/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:edm="http://www.europeana.eu/schemas/edm/" xsi:schemaLocation="http://www.w3.org/1999/02/22-rdf-syntax-ns# http://www.europeana.eu/schemas/edm/EDM.xsd">
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<dc:creator>Revilla Cuesta, Víctor</dc:creator>
<dc:creator>Evangelista, Luís</dc:creator>
<dc:creator>Brito, Jorge de</dc:creator>
<dc:creator>Skaf Revenga, Marta</dc:creator>
<dc:creator>Manso Villalaín, Juan Manuel</dc:creator>
<dc:date>2022-05</dc:date>
<dc:description>Estimating the shrinkage of structural concrete is essential to calculate, at the design stage, the stresses that a&#xd;
structure may experience due to this phenomenon. Nevertheless, changes in composition, as well as the use of&#xd;
wastes as raw materials, alter the shrinkage behaviour of concrete and render invalid shrinkage-prediction&#xd;
models from the standards. This paper shows a procedure to estimate the shrinkage of recycled aggregate&#xd;
concrete made with alternative binders. This procedure is based on modifying the shrinkage estimated through&#xd;
the Eurocode 2 or ACI 209.2R models by multiplying it by a partial correction coefficient for every change in&#xd;
concrete composition. The application of this procedure to high-performance and self-compacting concretes&#xd;
made with various contents of recycled aggregate of different maturity, reactive magnesium oxide and ground&#xd;
granulated blast furnace slag showed that it is suitable for estimating long-term shrinkage with maximum deviations of ±10%. However, to obtain an adequate accuracy, it is necessary to bear in mind some tips, such as the&#xd;
need to consider the prediction interactions between the factors, the usefulness of the natural logarithm of the&#xd;
concrete age to improve the estimation accuracy or the convenience of introducing a concrete-age-dependent&#xd;
coefficient to reach accurate shrinkage estimations at early ages. Finally, the partial correction coefficients are&#xd;
found to be of a simpler nature for the ACI 209.2R model, so this model is recommended for predicting the&#xd;
shrinkage of recycled aggregate concrete.</dc:description>
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<dc:identifier>http://hdl.handle.net/10259/7468</dc:identifier>
<dc:language>eng</dc:language>
<dc:publisher>Elsevier</dc:publisher>
<dc:title>Shrinkage prediction of recycled aggregate structural concrete with alternative binders through partial correction coefficients</dc:title>
<dc:type>info:eu-repo/semantics/article</dc:type>
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