Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/30034
DC FieldValueLanguage
dc.contributor.authorGravanis, Elias-
dc.contributor.authorSarris, Ernestos-
dc.contributor.authorPatruno, Stefano M.-
dc.date.accessioned2023-08-01T09:16:57Z-
dc.date.available2023-08-01T09:16:57Z-
dc.date.issued2022-06-26-
dc.identifier.citation56th U.S. Rock Mechanics/Geomechanics Symposium, Santa Fe, 26 - 29 June 2022en_US
dc.identifier.isbn978-097949757-5-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/30034-
dc.description.abstractParticles produced by the hydro-mechanical processes during sanding in hydrocarbon wells is a highly complex physical process. Sanding onset is influenced by a number of factors which include mechanical failure and hydrodynamic erosion. Over the years a number of mathematical and numerical models have been developed to describe the sand production process, involving sanding criteria or constitutive laws of mechanical or hydro-dynamical nature. In this work we propose a new simplified model working along the lines of the hydro-dynamical constitutive law of previous research works. The model amounts to a set of two ordinary differential equations coupling the mechanical process of plastic yielding with hydro-dynamic erosion, including degradation of the material. The model is constructed for hollow cylinder tests which allows cylindrical symmetry which is particularly useful for determining the sand production coefficient λ from such tests. The sand production coefficient as a function of the externally applied stress is estimated from previously published experimental data via a single parameter best fit. It is shown that the sand production coefficient is nearly constant for the range of values of the external stress considered. Additionally, the mathematical sand production curves capture fairly well the experimental data.en_US
dc.language.isoenen_US
dc.rights© ARMAen_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectCylinders (shapes)en_US
dc.subjectDuctile fractureen_US
dc.subjectErosionen_US
dc.subjectRock mechanicsen_US
dc.subjectSanden_US
dc.titleA Simplified Hydro-Mechanical Model for Sanding from Hollow Cylinder Testsen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Nicosiaen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.relation.conference56th U.S. Rock Mechanics/Geomechanics Symposiumen_US
cut.common.academicyear2021-2022en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-5331-6661-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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