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dc.contributor.authorRafels Ybern, Carles
dc.contributor.authorJaqués Adell, Irene
dc.contributor.authorAliguer Piferrer, Ignasi
dc.contributor.authorCarol, Ignacio
dc.contributor.authorPrat Catalán, Pere
dc.contributor.authorLakshmikantha, Ramasesha Mookanahallipatna
dc.contributor.authorSegura Segarra, José María
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-03-13T11:48:10Z
dc.date.available2018-03-13T11:48:10Z
dc.date.issued2017
dc.identifier.citationRafels, C., Jaques, I., Aliguer, I., Carol, I., Prat, P., Lakshmikantha, R.M., Segura, J. Further developments in stress initialization in geomechanics via FEM and a two-step procedure involving Airy functions. A: International Conference on Computational Plasticity. "Computational Plasticity XIV: Fundamentals and Applications: proceedings of the XIVInternational Conference on Computational Plasticity: Fundamentals and Applications, held in Barcelona, Spain 5-7September 2017". 2017, p. 636-645.
dc.identifier.isbn978-84-946909-6-9
dc.identifier.urihttp://hdl.handle.net/2117/115098
dc.description.abstractThe in-situ stress field in rock masses is a key aspect when a numerical analysis of a rock mass is carried out in any area of geo-engineering, such as civil, mining, or Oil & Gas. A method for the numerical generation of the in-situ stress state in the FE context, based on Airy stress functions was previously introduced. It involves two steps: 1) an estimate of the stress state at each Gauss point is generated, and 2) global equilibrium is verified and re-balancing nodal forces are applied as needed. In this paper, new developments towards improving the accuracy of the stress proposal are discussed. A real application example has been used to illustrate the results achieved with the new implementation.
dc.format.extent10 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshRock mechanics--Mathematical models
dc.subject.otherIn-situ stress
dc.subject.otherinitialization stress function
dc.subject.otherFinite Element Method (FEM)
dc.subject.otherOil & Gas.
dc.titleFurther developments in stress initialization in geomechanics via FEM and a two-step procedure involving Airy functions
dc.typeConference report
dc.subject.lemacMecànica de roques -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. MECMAT - Mecànica de Materials
dc.relation.publisherversionhttp://congress.cimne.com/complas2017/frontal/Doc/EbookCOMPLAS2017.pdf
dc.rights.accessOpen Access
local.identifier.drac21979007
dc.description.versionPostprint (published version)
local.citation.authorRafels, C.; Jaques, I.; Aliguer, I.; Carol, I.; Prat, P.; Lakshmikantha, R.M.; Segura, J.
local.citation.contributorInternational Conference on Computational Plasticity
local.citation.publicationNameComputational Plasticity XIV: Fundamentals and Applications: proceedings of the XIVInternational Conference on Computational Plasticity: Fundamentals and Applications, held in Barcelona, Spain 5-7September 2017
local.citation.startingPage636
local.citation.endingPage645


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