<?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>2026-10-29T23:43:26Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/7989" metadataPrefix="didl">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/7989</identifier><datestamp>2023-11-11T01:07:08Z</datestamp><setSpec>com_10259_6171</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_6172</setSpec></header><metadata><d:DIDL xmlns:d="urn:mpeg:mpeg21:2002:02-DIDL-NS" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="urn:mpeg:mpeg21:2002:02-DIDL-NS http://standards.iso.org/ittf/PubliclyAvailableStandards/MPEG-21_schema_files/did/didl.xsd">
<d:DIDLInfo>
<dcterms:created xmlns:dcterms="http://purl.org/dc/terms/" xsi:schemaLocation="http://purl.org/dc/terms/ http://dublincore.org/schemas/xmls/qdc/dcterms.xsd">2023-11-10T10:44:17Z</dcterms:created>
</d:DIDLInfo>
<d:Item id="hdl_10259_7989">
<d:Descriptor>
<d:Statement mimeType="application/xml; charset=utf-8">
<dii:Identifier xmlns:dii="urn:mpeg:mpeg21:2002:01-DII-NS" xsi:schemaLocation="urn:mpeg:mpeg21:2002:01-DII-NS http://standards.iso.org/ittf/PubliclyAvailableStandards/MPEG-21_schema_files/dii/dii.xsd">urn:hdl:10259/7989</dii:Identifier>
</d:Statement>
</d:Descriptor>
<d:Descriptor>
<d:Statement mimeType="application/xml; charset=utf-8">
<oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>Self-compacting concrete with recycled concrete aggregate subjected to alternating-sign temperature variations: Thermal strain and damage</dc:title>
<dc:creator>Revilla Cuesta, Víctor</dc:creator>
<dc:creator>Skaf Revenga, Marta</dc:creator>
<dc:creator>Santamaría, Amaia</dc:creator>
<dc:creator>Espinosa González, Ana Belén</dc:creator>
<dc:creator>Ortega López, Vanesa</dc:creator>
<dc:subject>Self-compacting concrete</dc:subject>
<dc:subject>Recycled concrete aggregate</dc:subject>
<dc:subject>Extreme-ambient cyclical temperature increases</dc:subject>
<dc:subject>Linear thermal expansion coefficient</dc:subject>
<dc:subject>Internal damage</dc:subject>
<dc:subject>Hygroscopicity</dc:subject>
<dc:description>Any variation in temperature alters the dimensions of a concrete structure and provokes thermal&#xd;
stress. Moreover, the propagation of micro-cracking decreases the strength of concrete that is&#xd;
exposed to sub-zero temperatures (freezing), to heat phenomena (heating), or to cyclical thermal&#xd;
variations, especially when prepared using Recycled Concrete Aggregate (RCA). A reference selfcompacting concrete (SCC) mix made with 100% coarse and fine natural aggregate and three SCC&#xd;
mixes containing 100% coarse and/or fine RCA in replacement of natural aggregate were tested&#xd;
in this study of the thermal performance of SCC and the related effects of RCA. The mixtures were&#xd;
subjected to five thermal tests designed with positive and negative, and both constant and&#xd;
cyclical, extreme-ambient temperature variations, reaching temperatures of − 15 ◦C and 70 ◦C.&#xd;
Stiffness, weight, compressive strength, thermal deformability, and internal damage of the SCC&#xd;
mixtures were monitored throughout suitable testing. Internal damage, hygroscopicity, and loss&#xd;
of strength increased at temperatures below 0 ◦C, especially in the mixtures containing 100%&#xd;
coarse RCA, although the SCC manufactured with simultaneous additions of fine and coarse RCA&#xd;
fractions showed the worst performance. Overall, RCA performed better under positive temperature variations. The test results lead to the recommendation of a linear thermal expansion coefficient of 1.2⋅10− 5 ◦C− 1 in calculations for SCC containing RCA under those extreme&#xd;
environmental conditions.</dc:description>
<dc:date>2023-11-10T10:44:17Z</dc:date>
<dc:date>2023-11-10T10:44:17Z</dc:date>
<dc:date>2022-12</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:identifier>2214-5095</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/7989</dc:identifier>
<dc:identifier>10.1016/j.cscm.2022.e01204</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Case Studies in Construction Materials. 2022,V. 17, e01204</dc:relation>
<dc:relation>https://doi.org/10.1016/j.cscm.2022.e01204</dc:relation>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:publisher>Elsevier</dc:publisher>
</oai_dc:dc>
</d:Statement>
</d:Descriptor>
<d:Component id="10259_7989_1">
<d:Resource ref="https://riubu.ubu.es/bitstream/10259/7989/1/Revilla-cscm_2022.pdf" mimeType="application/pdf"/>
</d:Component>
</d:Item>
</d:DIDL></metadata></record></GetRecord></OAI-PMH>