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Wellbore stresses induced by the nonlinear deformation of an inflatable packer

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dc.contributor.author Atkinson, C en
dc.contributor.author Desroches, J en
dc.contributor.author Eftaxiopoulos, DA en
dc.contributor.author Thiercelin, M en
dc.date.accessioned 2014-03-01T01:17:19Z
dc.date.available 2014-03-01T01:17:19Z
dc.date.issued 2001 en
dc.identifier.issn 0022-0833 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/14455
dc.subject Inflatable packer en
dc.subject Nonlinear deformation en
dc.subject Wellbore stress en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.other Deformation en
dc.subject.other Finite element method en
dc.subject.other Industry en
dc.subject.other Integral equations en
dc.subject.other Nonlinear equations en
dc.subject.other Rocks en
dc.subject.other Stress analysis en
dc.subject.other Wellbore stresses en
dc.subject.other Stresses en
dc.subject.other deformation en
dc.subject.other oil well en
dc.subject.other stress en
dc.title Wellbore stresses induced by the nonlinear deformation of an inflatable packer en
heal.type journalArticle en
heal.identifier.primary 10.1023/A:1012297324968 en
heal.identifier.secondary http://dx.doi.org/10.1023/A:1012297324968 en
heal.language English en
heal.publicationDate 2001 en
heal.abstract Packers, i.e. inflatable balloons made from elastomere, reinforced with cords, are used by the oil industry for sealing an interval along the wellbore, for open - hole stress tests to be performed. Thiercelin et al. have shown that the packer behaviour is critical to the success of such tests. In particular, the pressure exerted by the packer on the formation needs to be as close as possible to the pressure in the interval, to avoid fracture initiation or fracture growth along the packers. Moreover, axial tension in the rock needs to be kept to a minimum to avoid initiation of transverse fractures at the packer level that would be detrimental to the test. In this paper the theory of membranes, reinforced with inextensible cords, developed by Kydoniefs and its implementation for packers done by Atkinson and Peltier, is used to gain insight into the stresses which are generated in the rock, due to packer inflation. The shape of the packer is first computed for a given net pressure across the packer, via the solution of a nonlinear integral equation. Then the pressure acting on the formation, along the packer/rock contact zone, is found. Results show that the pressure applied by the packer on the rock during stress testing, is almost uniform and close to packer inflation pressure. The formation is afterwards considered loaded with the latter pressure and the stresses in the rock are found by either a finite-element or a semi-analytic method. Axial stresses develop at packer ends but are much smaller than the pressure applied to the formation. Tangential stresses develop at the wellbore wall and are higher at packer level than at interval level. en
heal.publisher KLUWER ACADEMIC PUBL en
heal.journalName Journal of Engineering Mathematics en
dc.identifier.doi 10.1023/A:1012297324968 en
dc.identifier.isi ISI:000171536900001 en
dc.identifier.volume 41 en
dc.identifier.issue 4 en
dc.identifier.spage 305 en
dc.identifier.epage 327 en


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