Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14348
DC FieldValueLanguage
dc.contributor.authorMarangos, Orestes-
dc.contributor.authorMisra, Anil S.-
dc.date.accessioned2019-07-05T10:35:18Z-
dc.date.available2019-07-05T10:35:18Z-
dc.date.issued2008-12-01-
dc.identifier.citation12th International Conference on Computer Methods and Advances in Geomechanics 2008, Goa, India, 1 October 2008 through 6 October 2008en_US
dc.identifier.isbn978-162276176-0-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/14348-
dc.description12th International Conference on Computer Methods and Advances in Geomechanics 2008, Volume 2, 2008, Pages 853-861en_US
dc.description.abstractThe mechanical behavior of rough interfaces is modeled from a micromechanical viewpoint. A kinematically driven mechanistic approach is adopted which explicitly considers the interaction of asperities on the fracture surface. The mating asperities are assumed to behave in accordance with contact mechanics postulates of non-conforming bodies. The roughness of the fracture surface is represented via statistical distributions of asperity contact normal and asperity heights. A directional distribution function of asperity contact orientations is introduced recognizing that the asperity contacts are not equally likely in all directions. Both the elastic deformation and frictional sliding under oblique loading are modeled at asperity contacts. Thus, the resultant model naturally accounts for the coupling between normal and shear behavior of rough joints, even though at asperity contact level there is no such coupling. An iterative procedure is implemented to obtain the asperity contact forces at each load increment, recognizing that the asperity contact force distribution is not always known a priori. The derived model is utilized to understand the effect of surface roughness and asperity friction on the initial normal and shear stiffness behavior of rough interfaces. The calculated initial normal and shear stiffness are then used to investigate the plane wave propagation behavior through interfaces.en_US
dc.language.isoenen_US
dc.subjectAsperityen_US
dc.subjectDisplacementen_US
dc.subjectMicromechanicsen_US
dc.subjectStressen_US
dc.titleMicromechanics of rough interfacesen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Kansasen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryUnited Statesen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceInternational Conference on Computer Methods and Advances in Geomechanics 2008en_US
dc.identifier.scopus2-s2.0-84869785724en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84869785724en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.relation.volume2en
cut.common.academicyear2008-2009en_US
item.openairetypeconferenceObject-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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