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Nonlinear dynamic analysis of tendon...

Boubenider, Rafik.

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Nonlinear dynamic analysis of tendons and risers.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Nonlinear dynamic analysis of tendons and risers./
作者:	Boubenider, Rafik.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 1992,
面頁冊數:	235 p.
附註:	Source: Dissertations Abstracts International, Volume: 54-03, Section: B.
Contained By:	Dissertations Abstracts International54-03B.
標題:	Civil engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9225527
ISBN:	9798672109770

Nonlinear dynamic analysis of tendons and risers.
Boubenider, Rafik.

Nonlinear dynamic analysis of tendons and risers. - Ann Arbor : ProQuest Dissertations & Theses, 1992 - 235 p.

Source: Dissertations Abstracts International, Volume: 54-03, Section: B.

Thesis (Ph.D.)--The University of Texas at Austin, 1992.

This item must not be sold to any third party vendors.

A finite element technique is developed for three-dimensional dynamic analysis of risers and tendons. A cylindrical beam finite element is developed on the basis of a Lagrangian formulation taking into account large displacements and rotations (geometric nonlinearities) in order to be able to account for substantial changes in the geometry of the structure. The material is assumed to be linear elastic. The formulation takes into account the axial-bending-torsion coupling. Two hybrid finite elements are derived from the conventional element in order to overcome the ill-conditioning of the stiffness matrix resulting from the very large differences between axial-bending and the torsion-bending stiffnesses. Applications to both rigid and flexible risers are presented and the results of a parametric study on a deep-water riser are discussed.

ISBN: 9798672109770Subjects--Topical Terms:

860360
Civil engineering.

Nonlinear dynamic analysis of tendons and risers.
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500 $a Source: Dissertations Abstracts International, Volume: 54-03, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Tassoulas, John L.;Roesset, Jose M.
502 $a Thesis (Ph.D.)--The University of Texas at Austin, 1992.
506 $a This item must not be sold to any third party vendors.
506 $a This item must not be added to any third party search indexes.
520 $a A finite element technique is developed for three-dimensional dynamic analysis of risers and tendons. A cylindrical beam finite element is developed on the basis of a Lagrangian formulation taking into account large displacements and rotations (geometric nonlinearities) in order to be able to account for substantial changes in the geometry of the structure. The material is assumed to be linear elastic. The formulation takes into account the axial-bending-torsion coupling. Two hybrid finite elements are derived from the conventional element in order to overcome the ill-conditioning of the stiffness matrix resulting from the very large differences between axial-bending and the torsion-bending stiffnesses. Applications to both rigid and flexible risers are presented and the results of a parametric study on a deep-water riser are discussed.
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