Please use this identifier to cite or link to this item: https://ri.ufs.br/jspui/handle/riufs/1833
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dc.contributor.authorCarvalho, Carlos Henrique de-
dc.contributor.authorMartins, Carlos Otávio Damas-
dc.contributor.authorGriza, Sandro-
dc.contributor.authorClarke, Thomas Gabriel Rosauro-
dc.contributor.authorBarreto, Ledjane Silva-
dc.date.accessioned2016-07-29T20:51:01Z-
dc.date.available2016-07-29T20:51:01Z-
dc.date.issued2015-03-
dc.identifier.citationCARVALHO, C. H. et al. Evaluation of potential application of micromagnetic techniques for detection of corrosion in reinforced concrete. Scientific Research and Essays, v. 10, n. 6, mar. 2015. Disponível em: <http://www.academicjournals.org/journal/SRE/article-full-text-pdf/6B1B1E051829>. Acesso em: 29 jul. 2016.pt_BR
dc.identifier.issn1992-2248-
dc.identifier.urihttps://ri.ufs.br/handle/riufs/1833-
dc.description.abstractDespite the constant development of new materials, reinforced concrete is still widely used in civil engineering. Corrosion of the steel armour in reinforced concrete structures has historically been one of the main causes of damage and early failure. The development of a reliable method of non-invasive corrosion inspection and evaluation has been a challenge for many years. This paper focused on magnetic inspection of the tendons in steel armours. Results show a good correlation between micromagnetic parameters and corrosion evolution, indicating that the method is a viable option for integrity monitoring of such structures.pt_BR
dc.language.isoenpt_BR
dc.publisherAcademic Journalspt_BR
dc.subjectEngenharia de materiaispt_BR
dc.subjectConcreto armadopt_BR
dc.subjectMonitoramento de corrosãopt_BR
dc.subjectTestes micromagnéticospt_BR
dc.subjectReinforced concretept_BR
dc.subjectCorrosion monitoringpt_BR
dc.subjectMicromagnetic testspt_BR
dc.titleEvaluation of potential application of micromagnetic techniques for detection of corrosion in reinforced concretept_BR
dc.typeArtigopt_BR
dc.identifier.licenseCreative Commons Attribution License 4.0pt_BR
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