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https://hdl.handle.net/1822/55296
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Campo DC | Valor | Idioma |
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dc.contributor.author | Moldovan, Ionut Dragos | por |
dc.contributor.author | Correia, A. Gomes | por |
dc.contributor.author | Pereira, Cláudio | por |
dc.date.accessioned | 2018-07-12T08:56:17Z | - |
dc.date.issued | 2017-09-01 | - |
dc.identifier.uri | https://hdl.handle.net/1822/55296 | - |
dc.description.abstract | Bender elements are shear wave transducers, used for the experimental identification of the small-strain shear moduli of geomaterials. They offer good coupling with the sample and controllable loading signal and frequency, but the interpretation of their readings poses considerable difficulties. This study lays the foundations for a coupled, numerical-experimental approach to this issue, using hybrid-Trefftz finite elements to model the bender element experiment. Two main reasons justify the choice of these elements. First, they are much less wavelength-sensitive than conventional finite elements, meaning that coarse meshes can be used to model waves of very different types and frequencies. Second, hybrid-Trefftz elements use physically meaningful approximation bases. This enables the numerical filtration of the spurious waves from the response of the sample. The elements recover adequately the output signal obtained experimentally, for multiple laboratorial setups. The numerical filtration of the compression waves endorses the clear identification of the shear wave arrival. | por |
dc.description.sponsorship | This research was supported by Fundação para a Ciência e a Tecnologia through project PTDC/ECM/122751/2010 and grant SFRH/BPD/87317/2012, and by the European Union through project FCOMP-01-0124-FEDER-020365 | por |
dc.language.iso | eng | por |
dc.publisher | International Society for Soil Mechanics and Geotechnical Engineering (issmge) | por |
dc.relation | info:eu-repo/grantAgreement/FCT/5876-PPCDTI/122751/PT | por |
dc.rights | restrictedAccess | por |
dc.subject | Bender element test | por |
dc.subject | Hybrid-Trefftz finite element | por |
dc.subject | Small strain shear modulus | por |
dc.title | A coupled numerical-experimental approach for bender-based G0 measurements in geomaterials | por |
dc.title.alternative | Un couplage numérique-experimentale pour la mesure de G0 avec Bender Elements dans Geomateriaux | por |
dc.type | conferencePaper | por |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | https://www.issmge.org/uploads/publications/1/45/06-technical-committee-03-tc103-31.pdf | por |
oaire.citationConferenceDate | 17 Set. - 22 Set. 2017 | por |
sdum.event.title | 19th International Conference on Soil Mechanics and Geotechnical Engineering (19th ICSMGE) | por |
sdum.event.type | conference | por |
oaire.citationStartPage | 817 | por |
oaire.citationEndPage | 820 | por |
oaire.citationConferencePlace | Seoul, Korea | por |
oaire.citationVolume | 2017-September | por |
dc.date.updated | 2018-07-11T15:48:24Z | - |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.description.publicationversion | info:eu-repo/semantics/publishedVersion | por |
sdum.export.identifier | 5183 | - |
sdum.conferencePublication | ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering | por |
Aparece nas coleções: | ISISE - Comunicações a Conferências Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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Moldovan et al_2017-06-technical-committee-03-tc103-31.pdf Acesso restrito! | 1,33 MB | Adobe PDF | Ver/Abrir |