Non-destructive evaluation of the effects of exposure environment in mortars using non-linear ultrasonic measurements

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Campo DCValorIdioma
dc.contributorDurabilidad de Materiales y Construcciones en Ingeniería y Arquitecturaes_ES
dc.contributorTecnología de Materiales y Territorio (TECMATER)es_ES
dc.contributor.authorOrtega, José Marcos-
dc.contributor.authorMiró, Marina-
dc.contributor.authorIbáñez Gosálvez, Javier Francisco-
dc.contributor.authorTenza-Abril, Antonio José-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.contributor.otherUniversidad de Alicante. Departamento de Física, Ingeniería de Sistemas y Teoría de la Señales_ES
dc.date.accessioned2023-03-09T08:39:32Z-
dc.date.available2023-03-09T08:39:32Z-
dc.date.issued2023-03-06-
dc.identifier.citationDevelopments in the Built Environment. 2023, 14: 100142. https://doi.org/10.1016/j.dibe.2023.100142es_ES
dc.identifier.issn2666-1659-
dc.identifier.urihttp://hdl.handle.net/10045/132671-
dc.description.abstractThe development of non-destructive techniques has currently a high interest, such as those based on non-linear ultrasonic measurements. In this work it has been assessed the possible application of non-linear ultrasonic measurements for getting information related to the microstructure and properties of Portland cement mortars exposed to real and non-optimum environments. The pore structure was studied using mercury intrusion porosimetry and differential thermal analyses. Mechanical strengths and linear ultrasonic pulse velocity were determined. Regarding non-linear ultrasonic measurements, the results of parameters R and DIFA were analyzed. The tests were performed at 28 and 250 days. At later ages, a loss of microstructure refinement and a worsening of mechanical performance of the mortars were observed. The results of non-linear ultrasonic parameters R and DIFA overall agreed with those obtained for the microstructural and mechanical characterization performed. In particular, an adequate correlation between parameter DIFA and the pore size distributions was observed.es_ES
dc.description.sponsorshipThis research has been financially supported by the Conselleria de Educación, Investigación, Cultura y Deporte (currently re-named as Conselleria de Innovación, Universidades, Ciencia y Sociedad Digital) of Generalitat Valenciana (Spain) through the project code GV/2019/070 and by the Ministerio de Ciencia e Innovación of Spain through the project code RTC2019-006964-3. Part of the results presented in this manuscript was obtained in the PhD thesis carried out by Javier Ibáñez-Gosálvez at University of Alicante (Spain). Authors express their gratitude to Cementos Portland Valderrivas S.A. for supplying the Portland cement CEM I 42.5 R used in this work.es_ES
dc.languageenges_ES
dc.publisherElsevieres_ES
dc.rights© 2023 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).es_ES
dc.subjectNon-linear ultrasonic testes_ES
dc.subjectNon-destructive characterizationes_ES
dc.subjectReal environmentes_ES
dc.subjectNon-optimum conditiones_ES
dc.subjectMicrostructurees_ES
dc.titleNon-destructive evaluation of the effects of exposure environment in mortars using non-linear ultrasonic measurementses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1016/j.dibe.2023.100142-
dc.relation.publisherversionhttps://doi.org/10.1016/j.dibe.2023.100142es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTC2019-006964-3es_ES
Aparece en las colecciones:INV - TECMATER - Artículos de Revistas
INV - DMCIA - Artículos de Revistas

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