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dc.rights.licenseopenen_US
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorKOUDDANE, Bouchra
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorSBARTAÏ, Zoubir Mehdi
dc.contributor.authorALWASH, Maitham
dc.contributor.authorALI-BENYAHIA, Khoudja
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorELACHACHI, Sidi Mohammed
dc.contributor.authorLAMDOUAR, Nouzha
dc.contributor.authorKENAI, Said
dc.date.accessioned2023-02-10T13:43:39Z
dc.date.available2023-02-10T13:43:39Z
dc.date.issued2022-11-22
dc.identifier.issn2076-3417en_US
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/171933
dc.description.abstractEnThis paper presents a review on combining NDT techniques, such as rebound hammer and ultrasonic pulse velocity, for assessing concrete compressive strength. These methods, though being favorably not invasive and easy to be extended to a larger number of elements, are affected by many contingency factors. The SonReb technique suggests combining the two methods to partially offset their low reliability if considered separately. For years, this concept was introduced in order to improve the evaluation compared with the use of one NDT. In order to combine the ultrasonic pulse velocity and rebound hammer, many empirical, multiparametric models were proposed in the literature as linear, power, exponential, or polynomial. However, the variety of these models emphasizes that they can give a correct strength prediction only for the particular cases that they are derived for. Therefore, to assess concrete on site, the strength should be predicted using a calibration procedure due to the variability of existing concrete mixes. This paper presents a brief outline of the key aspects of strength assessment, including the different approaches used to build the SonReb model and a calibration procedure for assessing concrete strength. A comparison study between the different approaches is proposed, and a performance analysis using Monte Carlo simulations is discussed. Finally, the estimation capacity of the existing model identification approaches is investigated, and the effect of the “trade-off” is analyzed for different random sampling with varying the number of cores.
dc.language.isoENen_US
dc.rightsAttribution 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/us/*
dc.subject.enNDT
dc.subject.enNDE
dc.subject.enConcrete evaluation
dc.subject.enConcrete strength
dc.subject.enCombination
dc.title.enAssessment of Concrete Strength Using the Combination of NDT—Review and Performance Analysis
dc.typeArticle de revueen_US
dc.identifier.doi10.3390/app122312190en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
bordeaux.journalApplied Sciencesen_US
bordeaux.volume12en_US
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295en_US
bordeaux.issue23en_US
bordeaux.institutionUniversité de Bordeauxen_US
bordeaux.institutionBordeaux INPen_US
bordeaux.institutionCNRSen_US
bordeaux.institutionINRAEen_US
bordeaux.institutionArts et Métiersen_US
bordeaux.peerReviewedouien_US
bordeaux.inpressnonen_US
hal.identifierhal-03982594
hal.version1
hal.date.transferred2023-02-10T13:43:43Z
hal.exporttrue
dc.rights.ccCC BYen_US
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Applied%20Sciences&rft.date=2022-11-22&rft.volume=12&rft.issue=23&rft.eissn=2076-3417&rft.issn=2076-3417&rft.au=KOUDDANE,%20Bouchra&SBARTA%C3%8F,%20Zoubir%20Mehdi&ALWASH,%20Maitham&ALI-BENYAHIA,%20Khoudja&ELACHACHI,%20Sidi%20Mohammed&rft.genre=article


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