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dc.contributor.authorRusso, Thomas-
dc.contributor.authorRibeiro, Renan Rocha-
dc.contributor.authorAraghi, Amir-
dc.contributor.authorLameiras, Rodrigo de Melo-
dc.contributor.authorGranja, José-
dc.contributor.authorAzenha, Miguel-
dc.date.accessioned2024-11-13T18:46:34Z-
dc.date.available2024-11-13T18:46:34Z-
dc.date.issued2023-04-22-
dc.identifier.citationRUSSO, Thomas et al. Continuous monitoring of elastic modulus of mortars using a single-board computer and cost-effective components. Buildings, [S.l.], v. 1117, n. 13, 2023. DOI: https://doi.org/10.3390/buildings13051117. Disponível em: https://www.mdpi.com/2075-5309/13/5/1117. Acesso em: 13 nov. 2024.pt_BR
dc.identifier.urihttp://repositorio.unb.br/handle/10482/50901-
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsAcesso Abertopt_BR
dc.titleContinuous monitoring of elastic modulus of mortars using a single-board computer and cost-effective componentspt_BR
dc.typeArtigopt_BR
dc.subject.keywordMódulo de elasticidadept_BR
dc.subject.keywordCódigo abertopt_BR
dc.subject.keywordCusto-benefíciopt_BR
dc.subject.keywordMonitoramento contínuopt_BR
dc.subject.keywordReforço estruturalpt_BR
dc.subject.keywordMateriais de construção - reforçopt_BR
dc.rights.license(CC-BY) © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/).pt_BR
dc.identifier.doihttps://doi.org/10.3390/buildings13051117pt_BR
dc.relation.publisherversionhttps://www.mdpi.com/2075-5309/13/5/1117pt_BR
dc.description.abstract1The Elastic Modulus Measurement through Ambient Response Method (EMM-ARM) is designed to continuously monitor the elastic modulus of hardening construction materials such as concrete, cement paste, mortars, stabilized soils, and epoxy resin. In practice, a composite beam, made of the tested material in its mould, is induced to vibration by means of environmental or controlled excitation, and its resonant frequency is identified. The material’s elastic modulus can then be calculated based on the vibration equation of structural systems. The traditional system to conduct EMM-ARM experiments is based on specialized equipment and on proprietary licensed software, which results in a considerable cost, as well as limited options for customization. The paper hereby presented proposes a delve into the development and validation of a cost-effective and open-source system that is able to conduct EMM-ARM experiments. By using a Raspberry Pi for the computing device and cost-effective electronic components, the cost of the system was one-twentieth of the traditional one, without compromising the measurement reliability. The composite beam’s excitation is generated, while the vibration response is recorded by the proposed system simultaneously, since the Raspberry Pi supports multiprocessing programming techniques. The flexibility earned by the exclusive use of open-source and cost-effective resources creates countless application possibilities for the proposed system.pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-9992-8965pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-7699-3171pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0003-3804-9427pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0003-1374-9427pt_BR
dc.contributor.affiliationUniversity of Minho, Department of Civil Engineeringpt_BR
dc.contributor.affiliationUniversity of Minho, Department of Civil Engineeringpt_BR
dc.contributor.affiliationUniversidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambientalpt_BR
dc.contributor.affiliationUniversidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambientalpt_BR
dc.contributor.affiliationUniversity of Minho, Department of Civil Engineeringpt_BR
dc.description.unidadeFaculdade de Tecnologia (FT)pt_BR
dc.description.unidadeDepartamento de Engenharia Civil e Ambiental (FT ENC)pt_BR
dc.description.ppgPrograma de Pós-Graduação em Estruturas e Construção Civilpt_BR
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