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dc.rights.licenseopenen_US
dc.contributor.authorBALAYSSAC, Jean-Paul
dc.contributor.authorVASANELLI, Emilia
dc.contributor.authorLUPRANO, Vincenza Anna Maria
dc.contributor.authorKENAI, Said
hal.structure.identifierUniversidade do Porto = University of Porto
dc.contributor.authorROMÃO, Xavier
dc.contributor.authorCHIAUZZI, Leonardo
dc.contributor.authorMASI, Angelo
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorSBARTAÏ, Zoubir Mehdi
dc.date.accessioned2021-12-21T09:23:50Z
dc.date.available2021-12-21T09:23:50Z
dc.date.issued2021-01-01
dc.identifier.isbn978-3-030-64899-2 || 978-3-030-64900-5en_US
dc.identifier.urioai:crossref.org:10.1007/978-3-030-64900-5_4
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/124250
dc.description.abstractEnThe main objective of test region (TR) identification is to define an efficient conversion model. The first part of the chapter aims a difficult question, the identification of test regions (TR) because each structure is specific and so it is impossible to give a unique methodology. Here, three different possibilities are proposed. The first one is based on synthetic data obtained on a continuous structure for which TR are identified by means of k-means clustering method. The second approach concerns a real building for which TR are determined by means of two different statistical methods based on the analysis of confidence interval and ANOVA. On three real case studies, the second part of the chapter compares the performances of two scenarios, either the consideration of several TRs and so a conversion model on each one, or the consideration of a unique TR with only one model. The efficiency of each scenario is quantified by the error on the estimation of both mean strength and local strength.
dc.language.isoENen_US
dc.publisherSpringer International Publishingen_US
dc.sourcecrossref
dc.source.titleNon-Destructive In Situ Strength Assessment of Concreteen_US
dc.title.enIdentification of Test Regions and Choice of Conversion Models
dc.typeChapitre d'ouvrageen_US
dc.identifier.doi10.1007/978-3-030-64900-5_4en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
bordeaux.page117-160en_US
bordeaux.volume32en_US
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295en_US
bordeaux.institutionUniversité de Bordeauxen_US
bordeaux.institutionBordeaux INPen_US
bordeaux.institutionCNRSen_US
bordeaux.institutionINRAEen_US
bordeaux.institutionArts et Métiersen_US
bordeaux.inpressnonen_US
bordeaux.import.sourcedissemin
hal.identifierhal-03498707
hal.version1
hal.date.transferred2021-12-21T09:23:52Z
hal.exporttrue
workflow.import.sourcedissemin
dc.rights.ccPas de Licence CCen_US
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.btitle=Non-Destructive%20In%20Situ%20Strength%20Assessment%20of%20Concrete&rft.date=2021-01-01&rft.volume=32&rft.spage=117-160&rft.epage=117-160&rft.au=BALAYSSAC,%20Jean-Paul&VASANELLI,%20Emilia&LUPRANO,%20Vincenza%20Anna%20Maria&KENAI,%20Said&ROM%C3%83O,%20Xavier&rft.isbn=978-3-030-64899-2%20%7C%7C%20%20978-3-030-64900-5&rft.genre=unknown


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