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How Investigators Can Assess Concrete Strength with On-site Non-destructive Tests and Lessons to Draw from a Benchmark

dc.rights.licenseopenen_US
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorBREYSSE, Denys
dc.contributor.authorBALAYSSAC, Jean-Paul
dc.contributor.authorBIONDI, Samuele
dc.contributor.authorBOROSNYOI, Adorjan
dc.contributor.authorCANDIGLIOTA, Elena
dc.contributor.authorCHIAUZZI, Leonardo
dc.contributor.authorGARNIER, Vincent
dc.contributor.authorGRANTHAM, Michael
dc.contributor.authorGUNES, Oguz
dc.contributor.authorLUPRANO, Vincenza Anna Maria
dc.contributor.authorMASI, Angelo
dc.contributor.authorPFISTER, Valerio
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorSBARTAÏ, Zoubir Mehdi
dc.contributor.authorSZILAGYI, Katalin
dc.date.accessioned2021-12-21T09:24:37Z
dc.date.available2021-12-21T09:24:37Z
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_6
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/124252
dc.description.abstractEnA benchmark is carried out in order to compare how 13 experts define and can carry out an NDT investigation program and derive strength values from NDT measurements. The benchmark is based on simulations, which reproduces a synthetic data set corresponding to a grid of twenty 3m-high columns defining the structure of a building made up of beams and columns. The experts must assess the mean and the standard deviation of compressive strength. Three levels of assessment are considered corresponding to different quantities of test results (destructive or non destructive) available for the experts. The comparison of the various strategies used by the experts and the analysis of results enables the identification of the most influential parameters that define an investigation approach and influence its efficiency and accuracy. A special emphasis is placed on the magnitude of the measurement error. A model of the investigation strategy is also proposed.
dc.language.isoENen_US
dc.publisherSpringer International Publishingen_US
dc.sourcecrossref
dc.source.titleNon-Destructive In Situ Strength Assessment of Concreteen_US
dc.title.enHow Investigators Can Assess Concrete Strength with On-site Non-destructive Tests and Lessons to Draw from a Benchmark
dc.typeChapitre d'ouvrageen_US
dc.identifier.doi10.1007/978-3-030-64900-5_6en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
bordeaux.page183-218en_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-03498709
hal.version1
hal.date.transferred2021-12-21T09:24:39Z
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=183-218&rft.epage=183-218&rft.au=BREYSSE,%20Denys&BALAYSSAC,%20Jean-Paul&BIONDI,%20Samuele&BOROSNYOI,%20Adorjan&CANDIGLIOTA,%20Elena&rft.isbn=978-3-030-64899-2%20%20%7C%7C%20978-3-030-64900-5&rft.genre=unknown


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