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dc.contributor.authorPul S.
dc.contributor.authorGhaffari A.
dc.contributor.authorÖztekin E.
dc.contributor.authorHüsem M.
dc.contributor.authorDemir S.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:19Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:19Z
dc.date.issued2017
dc.identifier.issn0889-3241
dc.identifier.urihttps://dx.doi.org/10.14359/51689676
dc.identifier.urihttps://hdl.handle.net/20.500.12403/500
dc.description.abstractVarious failure criterions have been used for the nonlinear analysis of concrete and reinforced concrete structures. To get more accurate results from the analyses, the selected failure criterion must be appropriate with the characteristics of problem and the assumptions made in the criterion should comply with the characteristics of problem. In this study, an experimental investigation was carried out to determine the cohesion (c) and internal friction angle (?) values, which are in the compressive strength range of 14.4 MPa ? f cm cube ? 47.0 MPa (2.03 ksi ? f cm cube ? 6.82 ksi) that are used in failure criterions such as Mohr-Coulomb and Drucker-Prager preferred in end unit analyses for concrete and reinforced concrete structures. Tests are performed by using the direct shear test system, which is designed and produced for this study. Finally, cohesion and internal friction angle were determined between 2.94 and 12.34 MPa (0.43 and 1.79 ksi) and 29.8 and 41.7 degrees, respectively. © 2017, American Concrete Institute. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherAmerican Concrete Institute
dc.relation.isversionof10.14359/51689676
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCohesion
dc.subjectConventional concrete
dc.subjectDirect shear test
dc.subjectDrucker-prager parameters
dc.subjectInternal friction angle
dc.subjectMohr-coulomb failure criterion
dc.subjectNonlinear finite element analysis
dc.subjectAdhesion
dc.subjectCompressive strength
dc.subjectConcrete buildings
dc.subjectConcrete construction
dc.subjectConcretes
dc.subjectFailure (mechanical)
dc.subjectFriction
dc.subjectInternal friction
dc.subjectNonlinear analysis
dc.subjectReinforced concrete
dc.subjectTribology
dc.subjectFinite element method
dc.subjectReinforcement
dc.subjectCohesion
dc.subjectConventional concrete
dc.subjectDirect shear test
dc.subjectDrucker-Prager
dc.subjectInternal friction angle
dc.subjectMohr-Coulomb failure criterion
dc.subjectNon-linear finite-element analysis
dc.subjectFinite element method
dc.subjectConcretes
dc.subjectCohesion
dc.subjectConventional concrete
dc.subjectDirect shear test
dc.subjectDrucker-prager parameters
dc.subjectInternal friction angle
dc.subjectMohr-coulomb failure criterion
dc.subjectNonlinear finite element analysis
dc.subjectAdhesion
dc.subjectCompressive strength
dc.subjectConcrete buildings
dc.subjectConcrete construction
dc.subjectConcretes
dc.subjectFailure (mechanical)
dc.subjectFriction
dc.subjectInternal friction
dc.subjectNonlinear analysis
dc.subjectReinforced concrete
dc.subjectTribology
dc.subjectFinite element method
dc.subjectReinforcement
dc.subjectCohesion
dc.subjectConventional concrete
dc.subjectDirect shear test
dc.subjectDrucker-Prager
dc.subjectInternal friction angle
dc.subjectMohr-Coulomb failure criterion
dc.subjectNon-linear finite-element analysis
dc.subjectFinite element method
dc.subjectConcretes
dc.titleExperimental determination of cohesion & internal friction angle on conventional concretesen_US
dc.typearticleen_US
dc.relation.journalACI Structural Journalen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID19638852300
dc.contributor.authorID57194343116
dc.contributor.authorID6603855148
dc.contributor.authorID6507257695
dc.contributor.authorID56180197200
dc.identifier.volume114
dc.identifier.issue3
dc.identifier.startpage407
dc.identifier.endpage416
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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