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In-Situ Strength Assessment of Concrete: Detailed Guidelines

dc.rights.licenseopenen_US
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorBREYSSE, Denys
dc.contributor.authorBALAYSSAC, Jean-Paul
dc.contributor.authorALWASH, Maitham
dc.contributor.authorBIONDI, Samuele
dc.contributor.authorCHIAUZZI, Leonardo
dc.contributor.authorCORBETT, David
dc.contributor.authorGARNIER, Vincent
dc.contributor.authorGONÇALVES, Arlindo
dc.contributor.authorGRANTHAM, Michael
dc.contributor.authorGUNES, Oguz
dc.contributor.authorKENAÏ, Said
dc.contributor.authorLUPRANO, Vincenza Anna Maria
dc.contributor.authorMASI, Angelo
dc.contributor.authorMOCZKO, Andrzej
dc.contributor.authorQASRAWI, Hicham Yousef
dc.contributor.authorROMÃO, Xavier
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorSBARTAÏ, Zoubir Mehdi
dc.contributor.authorVALENTE MONTEIRO, André
dc.contributor.authorVASANELLI, Emilia
dc.date.accessioned2021-12-21T09:24:22Z
dc.date.available2021-12-21T09:24:22Z
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_1
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/124251
dc.description.abstractEnGuidelines describe the general process of in-situ compressive strength assessment. This process is divided into three main steps, data collection (using nondestructive testing and destructive testing), model identification and strength assessment. Three estimation quality levels (EQL) are defined depending on the targeted accuracy of strength assessment, based on three parameters, mean value of strength and standard deviation of strength on a test region and local value of strength. All the necessary definitions (test location, test reading, test region, test result, …) are given and the different stages of data collection, i.e. planning, NDT methods, cores (dimensions, conservation, location, testing, etc) are described. The identification of the conversion model is detailed and a specific attention is paid to the assessment of test result precision (TRP). For the identification of the model parameters, two options are considered either the development of a specific model or the calibration of a prior model. A specific option is also proposed, namely the bi-objective approach. Finally, the quantification of the errors of model fitting and strength prediction is described. The global methodology is synthetized in a flowchart.
dc.language.isoENen_US
dc.publisherSpringer International Publishingen_US
dc.sourcecrossref
dc.source.titleNon-Destructive In Situ Strength Assessment of Concreteen_US
dc.title.enIn-Situ Strength Assessment of Concrete: Detailed Guidelines
dc.typeChapitre d'ouvrageen_US
dc.identifier.doi10.1007/978-3-030-64900-5_1en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
bordeaux.page3-56en_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-03498708
hal.version1
hal.date.transferred2021-12-21T09:24:25Z
hal.exporttrue
workflow.import.sourcedissemin
dc.rights.ccPas de Licence CCen_US
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