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Experimental and numerical analysis of crack evolution in concrete through acoustic emission technique and mesoscale modelling

hal.structure.identifierInstitut de Mécanique et d'Ingénierie de Bordeaux [I2M]
dc.contributor.authorSALIBA, Jacqueline
IDREF: 17096647X
hal.structure.identifierUniversité Aboubekr Belkaid - University of Belkaïd Abou Bekr [Tlemcen]
dc.contributor.authorMATALLAH, Mohammed
hal.structure.identifierInstitut de Recherche en Génie Civil et Mécanique [GeM]
dc.contributor.authorLOUKILI, Ahmed
hal.structure.identifierInstitut de Recherche en Génie Civil et Mécanique [GeM]
dc.contributor.authorREGOIN, Jean-Pierre
hal.structure.identifierLaboratoire des Fluides Complexes et leurs Réservoirs [LFCR]
dc.contributor.authorGRÉGOIRE, David
hal.structure.identifierLaboratoire des Fluides Complexes et leurs Réservoirs [LFCR]
dc.contributor.authorVERDON, Laura
hal.structure.identifierLaboratoire des Fluides Complexes et leurs Réservoirs [LFCR]
dc.contributor.authorPIJAUDIER-CABOT, Gilles
dc.date.accessioned2021-05-14T09:54:14Z
dc.date.available2021-05-14T09:54:14Z
dc.date.issued2016-04-08
dc.identifier.issn0013-7944
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/77587
dc.description.abstractEnIn this paper, the fracture process zone (FPZ) is investigated on unnotched and notched beams with different notch depths. Three-point bending tests have been realized on plain concrete under crack mouth opening displacement (CMOD) control. Crack growth is monitored by applying the acoustic emission (AE) technique. The comparison with a numerical model is also realized by using a mesoscopic approach. Such an approach is of particular interest in the analysis of interactions between the cementitious matrix and aggregates. Several AE parameters are examined during the entire loading process, and show that the relative notch depth influences the AE characteristics, the process of crack propagation, and the brittleness of concrete. The numerical load-CMOD curves show that the mesoscopic modelling reproduces well the notch effect and concrete failure. In order to improve our understanding of the FPZ, the width and length of the FPZ are followed based on the AE source locations maps in parallel with the numerical damage fields. An important energy dissipation is observed at the crack initiation in unnotched beams.
dc.language.isoen
dc.publisherElsevier
dc.subject.enConcrete
dc.subject.enAcoustic emission
dc.subject.enMesoscopic modelling
dc.subject.enDamage
dc.title.enExperimental and numerical analysis of crack evolution in concrete through acoustic emission technique and mesoscale modelling
dc.typeArticle de revue
dc.identifier.doi10.1016/j.engfracmech.2016.03.044
dc.subject.halSciences de l'ingénieur [physics]/Mécanique [physics.med-ph]
dc.subject.halSciences de l'ingénieur [physics]/Génie civil
bordeaux.journalEngineering Fracture Mechanics
bordeaux.volumedoi:10.1016/j.engfracmech.2016.03.044
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295*
bordeaux.institutionUniversité de Bordeaux
bordeaux.institutionBordeaux INP
bordeaux.institutionCNRS
bordeaux.institutionINRAE
bordeaux.institutionArts et Métiers
bordeaux.peerReviewedoui
hal.identifierhal-01301637
hal.version1
hal.origin.linkhttps://hal.archives-ouvertes.fr//hal-01301637v1
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Engineering%20Fracture%20Mechanics&rft.date=2016-04-08&rft.volume=doi:10.1016/j.engfracmech.2016.03.044&rft.eissn=0013-7944&rft.issn=0013-7944&rft.au=SALIBA,%20Jacqueline&MATALLAH,%20Mohammed&LOUKILI,%20Ahmed&REGOIN,%20Jean-Pierre&GR%C3%89GOIRE,%20David&rft.genre=article


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