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<field name="value">Revilla Cuesta, Víctor</field>
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<field name="value">Skaf Revenga, Marta</field>
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<field name="value">Santamaría, Amaia</field>
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<field name="value">Romera, Jesús María</field>
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<field name="value">Ortega López, Vanesa</field>
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<field name="orcid_id">0000-0003-0212-355X</field>
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<field name="value">2023-02-06T08:07:03Z</field>
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<field name="value">2023-02-06T08:07:03Z</field>
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<field name="value">2022-01</field>
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<field name="value">10.1007/s43452-022-00382-z</field>
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<field name="value">The modulus of elasticity of a concrete depends on the elastic stifness of both the cementitious matrix and the aggregate–ITZ&#xd;
system, which includes any slippage mechanisms under loading between the aggregate and the cementitious matrix within the&#xd;
interfacial transition zone (ITZ). A procedure is presented in this paper to estimate the elastic stifness of an aggregate–ITZ&#xd;
system within a cementitious matrix, by considering the relative volumes and the porosities of the concrete components.&#xd;
The method was validated by determining the elastic stifness of both the limestone–ITZ and the electric arc furnace slag&#xd;
(EAFS)–ITZ systems when embedded in a slag-based cementitious matrix. The greater stifness of the EAFS–ITZ system&#xd;
in comparison with the natural aggregate system explained the higher strength and modulus of elasticity of the concrete&#xd;
following additions of EAFS. Moreover, having determined those parameters, the elastic moduli of concretes with a similar&#xd;
cementitious matrix could then be accurately estimated.</field>
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<field name="value">Open Access funding provided thanks to the CRUE-CSIC agreement with Springer Nature. The authors wish to express their gratitude for funding this research work to the Spanish Ministry of Universities, MICINN, AEI, EU and ERDF [PID2020-113837RBI00; PID2021-124203OB-I00; RTI2018-097079-B-C31; 10.13039/501100011033; FPU17/03374]; the Junta de Castilla y León (Regional Government) and ERDF [UIC-231, BU119P17]; the Basque Regional Government through the consolidated research group SAREN [IT1619-22]; Youth Employment Initiative (JCyL) and ESF [UBU05B_1274]; and, fnally, the University of Burgos [Y135.GI].</field>
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<field name="value">Archives of Civil and Mechanical Engineering. 2022, V. 22, n. 2, 59</field>
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<field name="value">https://doi.org/10.1007/s43452-022-00382-z</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 y Técnica y de Innovación 2021-2023/PID2021-124203OB-I00/ES/Rehabilitación con eco-matrices inorgánicas fabricadas conjuntamente con sub-productos de acería y demoliciones selectivas: del material a la solución constructiva/VERDHOR/</field>
<field name="value">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-097079-B-C31/ES/DESARROLLO SOSTENIBLE DE MEZCLAS HIDRAULICAS, A PARTIR DE ESCORIAS DE ACERIA, PARA UNA EDIFICACION MAS ADAPTADA AL CAMBIO CLIMATICO. DISEÑOS A RESISTENCIAS MEDIAS/</field>
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<field name="value">info:eu-repo/grantAgreement/Junta de Castilla y León//BU119P17//Innovación Competitiva en la Utilización de Escorias Siderúrgicas para la elaboración de Hormigones de Altas Prestaciones. Aplicaciones en la Industrialización/</field>
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<field name="value">Elastic stiffness</field>
<field name="value">Aggregate-ITZ system</field>
<field name="value">Concrete's modulus of elasticity</field>
<field name="value">Limestone aggregate</field>
<field name="value">Electric arc furnace slag</field>
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<field name="value">Elastic stiffness estimation of aggregate–ITZ system of concrete through matrix porosity and volumetric considerations: explanation and exemplification</field>
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