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Continuum modeling of discontinuous rock structures: Homogenization of discrete particle assemblies

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dc.contributor.author Stefanou, I en
dc.contributor.author Sulem, J en
dc.date.accessioned 2014-03-01T01:33:03Z
dc.date.available 2014-03-01T01:33:03Z
dc.date.issued 2010 en
dc.identifier.issn 1964-8189 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20295
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-81255165546&partnerID=40&md5=486424f6150db640c1e4e3374b30559e en
dc.subject Cosserat continuum en
dc.subject Homogenization en
dc.subject Micromorphic continuum en
dc.subject Rock joints en
dc.subject.other Characteristic length en
dc.subject.other Continuum model en
dc.subject.other Continuum Modeling en
dc.subject.other Cosserat continuum en
dc.subject.other Discrete systems en
dc.subject.other Forces and torques en
dc.subject.other Homogenization en
dc.subject.other Inertia tensor en
dc.subject.other Joint set en
dc.subject.other Micromorphic continuum en
dc.subject.other Particle assemblies en
dc.subject.other Rock block en
dc.subject.other Rock joints en
dc.subject.other Rock mass en
dc.subject.other Rock structures en
dc.subject.other Continuum mechanics en
dc.subject.other Mechanical properties en
dc.subject.other Rocks en
dc.title Continuum modeling of discontinuous rock structures: Homogenization of discrete particle assemblies en
heal.type journalArticle en
heal.language English en
heal.publicationDate 2010 en
heal.abstract A continuum model for discontinuous rock masses is presented here. The discrete system is formed by three joint sets of arbitrary geometrical and mechanical properties. In the general case the joint blocks are parallelepipeds that interact through their interfaces transferring both forces and torques. For geometrical reasons the inertia tensor of the blocks is not isotropic and the bending at the interfaces is non-symmetric. The derived continuum is an anisotropic three dimensional Cosserat continuum, which approximates the discrete system for wavelengths five times bigger the characteristic length of the typical rock block. © 2010 Lavoisier, Paris. en
heal.publisher LAVOISIER en
heal.journalName European Journal of Environmental and Civil Engineering en
dc.identifier.isi ISI:000283455400015 en
dc.identifier.volume 14 en
dc.identifier.issue 1-10 en
dc.identifier.spage 1199 en
dc.identifier.epage 1217 en


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