Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/14348
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Marangos, Orestes | - |
dc.contributor.author | Misra, Anil S. | - |
dc.date.accessioned | 2019-07-05T10:35:18Z | - |
dc.date.available | 2019-07-05T10:35:18Z | - |
dc.date.issued | 2008-12-01 | - |
dc.identifier.citation | 12th International Conference on Computer Methods and Advances in Geomechanics 2008, Goa, India, 1 October 2008 through 6 October 2008 | en_US |
dc.identifier.isbn | 978-162276176-0 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/14348 | - |
dc.description | 12th International Conference on Computer Methods and Advances in Geomechanics 2008, Volume 2, 2008, Pages 853-861 | en_US |
dc.description.abstract | The 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.iso | en | en_US |
dc.subject | Asperity | en_US |
dc.subject | Displacement | en_US |
dc.subject | Micromechanics | en_US |
dc.subject | Stress | en_US |
dc.title | Micromechanics of rough interfaces | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | University of Kansas | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.country | United States | en_US |
dc.country | Cyprus | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | International Conference on Computer Methods and Advances in Geomechanics 2008 | en_US |
dc.identifier.scopus | 2-s2.0-84869785724 | en |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/84869785724 | en |
dc.contributor.orcid | #NODATA# | en |
dc.contributor.orcid | #NODATA# | en |
dc.relation.volume | 2 | en |
cut.common.academicyear | 2008-2009 | en_US |
item.openairetype | conferenceObject | - |
item.cerifentitytype | Publications | - |
item.fulltext | No Fulltext | - |
item.grantfulltext | none | - |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
item.languageiso639-1 | en | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
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