Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/8020
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dc.contributor.authorAlfano, G-
dc.contributor.authorBahtui, A-
dc.contributor.authorBahai, H-
dc.date.accessioned2014-02-13T10:37:30Z-
dc.date.available2014-02-13T10:37:30Z-
dc.date.issued2009-
dc.identifier.citationInternational Journal of Mechanical Sciences, 51(4), 295 - 304, 2009en_US
dc.identifier.issn0020-7403-
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0020740309000356en
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/8020-
dc.descriptionThis is the post-print version of the final paper published in International Journal of Mechanical Sciences. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication.en_US
dc.description.abstractIn this paper a new constitutive model for flexible risers is proposed and a procedure for the identification of the related input parameters is developed using a multi-scale approach. The constitutive model is formulated in the framework of an Euler–Bernoulli beam model, with the addition of suitable pressure terms to the generalized stresses to account for the internal and external pressures, and therefore can be efficiently used for large-scale analyses. The developed non-linear relationship between generalized stresses and strains in the beam is based on the analogy between frictional slipping between different layers of a flexible riser and frictional slipping between micro-planes of a continuum medium in non-associative elasto-plasticity. Hence, a linear elastic relationship is used for the initial response in which no-slip occurs; an onset-slip function is introduced to define the ‘no-slip’ domain, i.e. the set of generalized stresses for which no slip occurs; a non-associative rule with linear kinematic hardening is used to model the full-slip phase. The results of several numerical simulations for a riser of small-length, obtained with a very detailed (small-scale) non-linear finite-element model, are used to identify the parameters of the constitutive law, bridging in this way the small scale of the detailed finite-element simulations with the large scale of the beam model. The effectiveness of the proposed method is validated by the satisfactory agreement between the results of various detailed finite-element simulations for a short riser, subject to internal and external uniform pressure and uniform cyclic bending loading, with those given by the proposed constitutive law.en_US
dc.description.sponsorshipLloyds Register EMEAen_US
dc.languageEnglish-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectNon-associative plasticityen_US
dc.subjectFrictional slippingen_US
dc.subjectParameter identificationen_US
dc.subjectFinite-element simulationsen_US
dc.subjectUnbonded flexible pipesen_US
dc.titleNumerical derivation of constitutive models for unbonded flexible risersen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.ijmecsci.2009.02.002-
pubs.organisational-data/Brunel-
pubs.organisational-data/Brunel/Brunel Active Staff-
pubs.organisational-data/Brunel/Brunel Active Staff/School of Engineering & Design-
pubs.organisational-data/Brunel/Brunel Active Staff/School of Engineering & Design/Design-
pubs.organisational-data/Brunel/Brunel Active Staff/School of Engineering & Design/Mechanical Engineering-
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Mechanical and Aerospace Engineering
Dept of Mechanical Aerospace and Civil Engineering Research Papers

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