Solution of two-point boundary value problems associated with submarine pipelines
Solution of two-point boundary value problems associated with submarine pipelines
This thesis is devoted to developing methods for qualitative and numerical treatment of some two-point boundary value problems arising in submarine pipelines and risers. A general problem is formulated in this thesis based on rod theories. The boundary value problems treated in this thesis are all associated with the following ordinary differential system, which is defined along a spacecurve in R3:du/ds + e(u, s)u + & (u,s) = 0 (1) and defined on the interval [L1, L2] and with various types of boundary conditions:Ai(Li) + Bj(Li) = c (2) (linear boundary condition)fi[u(Li), u(Li)] = o (3) (nonlinear boundary condition)fi[L1, L2; u(Li), u(Li)] = o (4)(free boundary condition) where ie, Ai, Bi are matrices in R6 x R6 and u, p, fi, c are vectors in R6 and i = 1 or 2.This thesis gives formulations of several practical pipeline problems and proves the existence and uniqueness of solutions. An asymptotic solution is obtained by using singular perturbation method. This thesis also describes methods for obtaining discrete solutions for general forms of pipeline and riser problems.
University of Southampton
Konuk, Ibrahím
9ffc9693-8058-411c-ae79-ef88c7c32ed6
1981
Konuk, Ibrahím
9ffc9693-8058-411c-ae79-ef88c7c32ed6
Craggs, J.W.
36a6b352-80b9-4831-ae84-619e50b48fee
Konuk, Ibrahím
(1981)
Solution of two-point boundary value problems associated with submarine pipelines.
University of Southampton, Doctoral Thesis, 130pp.
Record type:
Thesis
(Doctoral)
Abstract
This thesis is devoted to developing methods for qualitative and numerical treatment of some two-point boundary value problems arising in submarine pipelines and risers. A general problem is formulated in this thesis based on rod theories. The boundary value problems treated in this thesis are all associated with the following ordinary differential system, which is defined along a spacecurve in R3:du/ds + e(u, s)u + & (u,s) = 0 (1) and defined on the interval [L1, L2] and with various types of boundary conditions:Ai(Li) + Bj(Li) = c (2) (linear boundary condition)fi[u(Li), u(Li)] = o (3) (nonlinear boundary condition)fi[L1, L2; u(Li), u(Li)] = o (4)(free boundary condition) where ie, Ai, Bi are matrices in R6 x R6 and u, p, fi, c are vectors in R6 and i = 1 or 2.This thesis gives formulations of several practical pipeline problems and proves the existence and uniqueness of solutions. An asymptotic solution is obtained by using singular perturbation method. This thesis also describes methods for obtaining discrete solutions for general forms of pipeline and riser problems.
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Published date: 1981
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Local EPrints ID: 460458
URI: http://eprints.soton.ac.uk/id/eprint/460458
PURE UUID: b6cacf04-f668-4533-a9d5-e2120aff9872
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Date deposited: 04 Jul 2022 18:22
Last modified: 16 Mar 2024 18:39
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Contributors
Author:
Ibrahím Konuk
Thesis advisor:
J.W. Craggs
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