Nonlinear Elastic Wave Spectroscopy with MLS Perturbation Signal

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dc.contributor.authorCarbol, Ladislavcs
dc.contributor.authorMartinek, Jancs
dc.contributor.authorKusák, Ivocs
dc.contributor.authorKucharczyková, Barbaracs
dc.coverage.volume151cs
dc.date.issued2016-05-31cs
dc.description.abstractThe article describes a test procedure based on the fundamental principle of Nonlinear Elastic Wave Spectroscopy. Without integration of all test stages into one automated measurement station and without Maximum Length Sequence(MLS) perturbation signal, this method would be otherwise lengthy and unfit for practical application. Material nonlinearities are elegantly quantified in a single coefficient. Furthermore, in the same measurement Eigenfrequency of the sample can be estimated with greater accuracy than in conventional methods. The method is applied on thermally loaded mortar samples.en
dc.description.abstractThe article describes a test procedure based on the fundamental principle of Nonlinear Elastic Wave Spectroscopy. Without integration of all test stages into one automated measurement station and without Maximum Length Sequence(MLS) perturbation signal, this method would be otherwise lengthy and unfit for practical application. Material nonlinearities are elegantly quantified in a single coefficient. Furthermore, in the same measurement Eigenfrequency of the sample can be estimated with greater accuracy than in conventional methods. The method is applied on thermally loaded mortar samples.en
dc.formattextcs
dc.format.extent1-7cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2016, vol. 151, p. 1-7.en
dc.identifier.doi10.1016/j.proeng.2016.07.365cs
dc.identifier.isbn978-80-87397-23-7cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-7591-4101cs
dc.identifier.orcid0000-0002-9919-3484cs
dc.identifier.orcid0000-0002-7123-5099cs
dc.identifier.other126945cs
dc.identifier.researcheridA-6595-2016cs
dc.identifier.researcheridAAM-3121-2020cs
dc.identifier.scopus55569760200cs
dc.identifier.scopus36171769500cs
dc.identifier.urihttp://hdl.handle.net/11012/69368
dc.language.isoencs
dc.publisherVýzkumný ústav stavebních hmot,a.s.cs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S1877705816317532cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectNonlinear Elastic Wave Spectroscopy (NEWS)en
dc.subjectMaximum Length Sequence (MLS)en
dc.subjectBuilding materialsen
dc.subjectEigenfrequencyen
dc.subjectNon-destructive testingen
dc.subjectUltrasounden
dc.subjectNonlinear Elastic Wave Spectroscopy (NEWS)
dc.subjectMaximum Length Sequence (MLS)
dc.subjectBuilding materials
dc.subjectEigenfrequency
dc.subjectNon-destructive testing
dc.subjectUltrasound
dc.titleNonlinear Elastic Wave Spectroscopy with MLS Perturbation Signalen
dc.title.alternativeNonlinear Elastic Wave Spectroscopy with MLS Perturbation Signalen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-126945en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:14:36en
sync.item.modts2025.10.14 10:11:25en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav fyzikycs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. AdMaS Divize MSHcs

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