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Recommendation of RILEM TC249-ISC on non destructive in situ strength assessment of concrete

hal.structure.identifierInstitut de Mécanique et d'Ingénierie de Bordeaux [I2M]
dc.contributor.authorBREYSSE, Denys
hal.structure.identifierLaboratoire Matériaux et Durabilité des constructions [LMDC]
dc.contributor.authorBALAYSSAC, Jean-Paul
hal.structure.identifierUniversity Chieti-Pescara
dc.contributor.authorBIONDI, Samuele
hal.structure.identifierProceq
dc.contributor.authorCORBETT, David
dc.contributor.authorGONCALVES, Arlindo
hal.structure.identifierUniversity of Leeds
dc.contributor.authorGRANTHAM, Michael
hal.structure.identifierENEA-c.r. Brindisi
dc.contributor.authorLUPRANO, Vincenza
hal.structure.identifierUniversità degli studi della Basilicata [Potenza] [UNIBAS]
dc.contributor.authorMASI, Angelo
dc.contributor.authorMONTEIRO, Andre Valente
hal.structure.identifierInstitut de Mécanique et d'Ingénierie de Bordeaux [I2M]
dc.contributor.authorSBARTAÏ, Zoubir Mehdi
dc.date.accessioned2021-05-14T09:41:22Z
dc.date.available2021-05-14T09:41:22Z
dc.date.issued2019-08
dc.identifier.issn1359-5997
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/76650
dc.description.abstractEnThis recommendation is written to improve the assessment of the in situ. Compressive strength of concrete in existing structures by combining core strength values and non-destructive measurements. Both average strength and its scatter are considered. Deriving a characteristic strength from the assessment results is not considered here. The recommendation applies for most common techniques (ultrasonic pulse velocity, rebound hammer, pull-out) but also for less common techniques (penetration test, etc.). The recommendation does not apply to situations in which no core has been taken from the existing structure and is limited to situations where NDT is combined with cores. The recommendation introduces the concept of Estimation Quality Level, corresponding to the target of assessment, and which is put in relation with the means and strategy developed for assessing concrete. The text details all steps that must be followed from the data gathering to the checking of the quality of the final estimations. For more clarity, an illustrative example is described for each step of the assessment process.
dc.language.isoen
dc.publisherSpringer Verlag
dc.subject.enConcrete strength
dc.subject.enModel calibration
dc.subject.enNon-destructive techniques
dc.subject.enIn-situ investigation
dc.subject.enRebound hammer
dc.subject.enStrength assessment
dc.subject.enUltrasonic pulse velocity
dc.title.enRecommendation of RILEM TC249-ISC on non destructive in situ strength assessment of concrete
dc.typeArticle de revue
dc.identifier.doi10.1617/s11527-019-1369-2
dc.subject.halSciences de l'ingénieur [physics]
dc.subject.halSciences de l'ingénieur [physics]/Génie civil
bordeaux.journalMaterials and Structures
bordeaux.volume52
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295*
bordeaux.issue4
bordeaux.institutionUniversité de Bordeaux
bordeaux.institutionBordeaux INP
bordeaux.institutionCNRS
bordeaux.institutionINRAE
bordeaux.institutionArts et Métiers
bordeaux.peerReviewedoui
hal.identifierhal-02278710
hal.version1
hal.origin.linkhttps://hal.archives-ouvertes.fr//hal-02278710v1
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Materials%20and%20Structures&rft.date=2019-08&rft.volume=52&rft.issue=4&rft.eissn=1359-5997&rft.issn=1359-5997&rft.au=BREYSSE,%20Denys&BALAYSSAC,%20Jean-Paul&BIONDI,%20Samuele&CORBETT,%20David&GONCALVES,%20Arlindo&rft.genre=article


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