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dc.contributor.authorRønningen, Jon Abusland
dc.contributor.authorGrimstad, Gustav
dc.contributor.authorNordal, Steinar
dc.date.accessioned2019-01-25T13:13:30Z
dc.date.available2019-01-25T13:13:30Z
dc.date.created2018-08-08T14:10:01Z
dc.date.issued2018
dc.identifier.isbn9781138544468
dc.identifier.urihttp://hdl.handle.net/11250/2582398
dc.description.abstractThis article shows that a common formulation often used for an anisotropic modified cam clay yield and potential surface with a modified Lode angle dependency may become concave for high values of anisotropy. Concave surfaces are undesirable in plasticity theory and could lead to numerical problems. To remediate this problem the article suggests a formulation for the Lode angle dependency that will not suffer from concavity. The suggested formulation is discussed. The formulation does not introduce any additional parameters for Lode angle dependency than that used to describe Lode angle dependency of an isotropic yield surface. In this paper, a generalized continuous Mohr–Coulomb criterion is used that allows a π-plane crosssection to take the shape of several criteria including Mohr-Coulomb, Matsuoka-Nakai and Lade-Duncan.nb_NO
dc.language.isoengnb_NO
dc.publisherCRC Pressnb_NO
dc.relation.ispartofNumerical Methods in Geotechnical Engineering IX: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal
dc.titleOn the convexity of yield and potential surfaces in rotational hardening critical state modelsnb_NO
dc.title.alternativeOn the convexity of yield and potential surfaces in rotational hardening critical state modelsnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber133-138nb_NO
dc.identifier.doi10.1201/9781351003629
dc.identifier.cristin1600488
dc.description.localcodeLocked until 19.6.2019 due to copyright restrictions. This is an Accepted Manuscript of a book chapter published by Routledge/CRC Press in [CRC Press] on [19 June 2018], available online: https://doi.org/10.1201/9781351003629nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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