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<field name="value">Espinosa González, Ana Belén</field>
<field name="authority">163</field>
<field name="confidence">600</field>
<field name="orcid_id">0000-0001-7452-1640</field>
<field name="value">Revilla Cuesta, Víctor</field>
<field name="authority">722</field>
<field name="confidence">600</field>
<field name="orcid_id">0000-0003-3337-6250</field>
<field name="value">Skaf Revenga, Marta</field>
<field name="authority">541</field>
<field name="confidence">600</field>
<field name="orcid_id">0000-0001-7205-2692</field>
<field name="value">Faleschini, Flora</field>
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<field name="confidence">600</field>
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<field name="value">Ortega López, Vanesa</field>
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<field name="confidence">600</field>
<field name="orcid_id">0000-0003-0212-355X</field>
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<field name="value">2023-03-08T11:04:50Z</field>
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<field name="value">2023-03-08T11:04:50Z</field>
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<field name="value">2023-01</field>
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<field name="value">http://hdl.handle.net/10259/7514</field>
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<field name="value">10.3390/app13020874</field>
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<field name="value">2076-3417</field>
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<field name="value">Ultrasonic pulse velocity (UPV) is a non-destructive measurement technique with which&#xd;
the quality of any concrete element can be evaluated. It provides information on concrete health&#xd;
and for assessing the need for repair in a straightforward manner. In this paper, the relationship&#xd;
is studied between UPV readings and the mechanical behavior of self-compacting concrete (SCC)&#xd;
containing coarse, fine, and/or powdery RA. To do so, correlations and simple- and multipleregression relationships between compressive strength, modulus of elasticity, splitting tensile strength,&#xd;
flexural strength, and UPV readings of nine SCC mixes were assessed. The correlations showed that&#xd;
the relationship of UPV with any mechanical property was fundamentally monotonic. The inverse&#xd;
square-root model was therefore the best-fitting simple-regression model for all the mechanical&#xd;
properties, although for bending-tensile-behavior-related properties (splitting tensile strength and&#xd;
flexural strength) the estimation accuracy was much lower than for compressive-behavior-related&#xd;
properties (compressive strength and modulus of elasticity). Linear-combination multiple-regression&#xd;
models showed that the properties related to bending-tensile behavior had a minimal influence on&#xd;
the UPV value, and that their introduction resulted in a decreased estimation accuracy. Thus, the&#xd;
multiple-regression models with the best fits were those that linked the compressive-behavior-related&#xd;
properties to the UPV readings. This therefore enables the estimation of the modulus of elasticity&#xd;
when the UPV and compressive strength are known with a deviation of less than ±20% in 87% of the&#xd;
SCC mixes reported in other studies available in the literature.</field>
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<field name="value">This research was funded by the Spanish Ministry of Universities, MICIN, AEI, EU, ERDF, and NextGenerationEU/PRTR, grant numbers PID2020-113837RB-I00, 10.13039/501100011033, and TED2021-129715B-I00; the Junta de Castilla y León (Regional Government) and ERDF, grant number UIC-231; and the University of Burgos, grant numbers SUCONS, Y135.GI.</field>
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<element name="es">
<field name="value">eng</field>
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<field name="value">MDPI</field>
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<field name="value">Applied Sciences. 2023, V. 13, n. 1, 874</field>
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<field name="value">https://doi.org/10.3390/app13020874</field>
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<field name="value">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113837RB-I00/ES/ESTUDIO A ESCALA REAL DE HORMIGONES SOSTENIBLES, HIDRAULICOS Y BITUMINOSOS, DE ALTAS PRESTACIONES, FABRICADOS CON RESIDUOS SIDERURGICOS Y DE CONSTRUCCION/</field>
<field name="value">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica, Técnica y de Innovación 2021-2023/TED2021-129715B-I00/ES/Reciclaje de palas y cimentaciones de aerogeneradores en hormigón para nuevos parques eólicos de alta potencia/</field>
<field name="value">info:eu-repo/grantAgreement/Junta de Castilla y León//UIC 231/</field>
<field name="value">info:eu-repo/grantAgreement/UBU//Y135.GI/</field>
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<field name="value">Atribución 4.0 Internacional</field>
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<element name="subject">
<element name="en">
<field name="value">Compressive behavior</field>
<field name="value">Mechanical indicator</field>
<field name="value">Mechanical performance</field>
<field name="value">Multiple regression</field>
<field name="value">Non-destructive testing</field>
<field name="value">Property standardization</field>
<field name="value">Self-compacting concrete</field>
<field name="value">Statistical correlation</field>
<field name="value">Recycled aggregate</field>
<field name="value">Ultrasonic pulse velocity</field>
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<field name="value">Ingeniería civil</field>
<field name="value">Materiales de construcción</field>
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<element name="en">
<field name="value">Civil engineering</field>
<field name="value">Building materials</field>
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</element>
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<element name="title">
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<field name="value">Utility of Ultrasonic Pulse Velocity for Estimating the Overall Mechanical Behavior of Recycled Aggregate Self-Compacting Concrete</field>
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<field name="value">Applied Sciences</field>
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<field name="value">13</field>
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