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dc.contributor.authorMonforte Vila, Lluís
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.contributor.authorCarbonell Puigbó, Josep Maria
dc.contributor.authorGens Solé, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2018-03-12T13:25:31Z
dc.date.available2019-03-01T01:30:44Z
dc.date.issued2017-02
dc.identifier.citationMonforte, L., Arroyo, M., Carbonell, J.M., Gens, A. Numerical simulation of undrained insertion problems in geotechnical engineering with the Particle Finite Element Method (PFEM). "Computers and geotechnics", Febrer 2017, vol. 82, p. 144-156.
dc.identifier.issn0266-352X
dc.identifier.otherhttps://www.researchgate.net/publication/309227454_Numerical_simulation_of_undrained_insertion_problems_in_geotechnical_engineering_with_the_Particle_Finite_Element_Method_PFEM
dc.identifier.urihttp://hdl.handle.net/2117/115059
dc.description.abstractThe paper presents total-stress numerical analyses of large-displacement soil-structure interaction problems in geomechanics using the Particle Finite Element Method (PFEM). This method is characterized by frequent remeshing and the use of low order finite elements to evaluate the solution. Several important features of the method are: (i) a mixed formulation (displacement-mean pressure) stabilized numerically to alleviate the volumetric locking effects that are characteristic of low order elements when the medium is incompressible, (ii) a penalty method to prescribe the contact constraints between a rigid body and a deformable media combined with an implicit scheme to solve the tangential contact constraint, (iii) an explicit algorithm with adaptive substepping and correction of the yield surface drift to integrate the finite-strain multiplicative elasto-plastic constitutive relationship, and (iv) the mapping schemes to transfer information between successive discretizations. The performance of the method is demonstrated by several numerical examples, of increasing complexity, ranging from the insertion of a rigid strip footing to a rough cone penetration test. It is shown that the proposed method requires fewer computational resources than other numerical approaches addressing the same type of problems.
dc.format.extent13 p.
dc.language.isoeng
dc.publisherElsevier
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshSoil penetration test
dc.subject.lcshFinite element method
dc.subject.otherPenetration test
dc.subject.otherLarge strains
dc.subject.otherParticle Finite Element Method (PFEM)
dc.subject.otherCone penetration test
dc.titleNumerical simulation of undrained insertion problems in geotechnical engineering with the Particle Finite Element Method (PFEM)
dc.typeArticle
dc.subject.lemacMecànica dels sòls
dc.subject.lemacElements finits, Mètode dels
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.identifier.doi10.1016/j.compgeo.2016.08.013
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0266352X16301823
dc.rights.accessOpen Access
drac.iddocument19728564
dc.description.versionPostprint (author's final draft)
upcommons.citation.authorMonforte, L., Arroyo, M., Carbonell, J.M., Gens, A.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameComputers and geotechnics
upcommons.citation.volume82
upcommons.citation.startingPage144
upcommons.citation.endingPage156


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