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Elasto-plastic modelling of Red Wildmoor sandstone

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dc.contributor.author Sulem, J en
dc.contributor.author Vardoulakis, I en
dc.contributor.author Papamichos, E en
dc.contributor.author Oulahna, A en
dc.contributor.author Tronvoll, J en
dc.date.accessioned 2014-03-01T01:48:52Z
dc.date.available 2014-03-01T01:48:52Z
dc.date.issued 1999 en
dc.identifier.issn 1082-5010 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/25621
dc.subject sandstone en
dc.subject non-linear elasticity en
dc.subject damage en
dc.subject plasticity en
dc.subject strain localization en
dc.subject.classification Materials Science, Multidisciplinary en
dc.subject.classification Mechanics en
dc.subject.other GRANULAR-MATERIALS en
dc.subject.other LINEAR ELASTICITY en
dc.subject.other SAND en
dc.subject.other LOCALIZATION en
dc.subject.other BEHAVIOR en
dc.title Elasto-plastic modelling of Red Wildmoor sandstone en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1999 en
heal.abstract On the basis of an extensive experimental program of axisymmetric triaxial compression and extension tests, the mechanical behaviour of a weak sandstone (Red Wildmoor sandstone) is analysed and modelled within the frame of the theory of elastoplasticity. Stress-dependent elasticity and damage are incorporated into the model. Pressure sensitivity of the plastic behaviour is described through a non-linear Mohr-Coulomb model with friction hardening and cohesion softening. Emphasis is given on the calibration procedure. Validation of the model is done through back analysis of the experimental tests. Shear-band analysis is performed on the basis of the extension of the constitutive model to non-coaxial plasticity. Copyright (C) 1999 John Wiley & Sons, Ltd. en
heal.publisher JOHN WILEY & SONS LTD en
heal.journalName MECHANICS OF COHESIVE-FRICTIONAL MATERIALS en
dc.identifier.isi ISI:000080360300002 en
dc.identifier.volume 4 en
dc.identifier.issue 3 en
dc.identifier.spage 215 en
dc.identifier.epage 245 en


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