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Offshore catenary risers are
used in the exploitation of deep-water oil and gas fields. They are subjected to severe
dynamical loads, such as high-pressure inside-flow of fluids, sea-current external flow,
and sea-wave motion of the floating production platform. This paper addresses
the dynamic instability caused by vortex-induced vibrations (VIV). For
simplicity, the touchdown-point motion and the mooring compliance are
neglected in this introductory study. The nonlinear normal modes of a finite
element model of the riser are determined, following the invariant manifold
procedure, and a mode that is particularly prone to be excited by VIV is selected.
A reduced mathematical model that couples the structural response and
the fluid dynamics is used to foresee the vibration amplitudes when the
instability caused by VIV takes over. Active control is introduced and the
linear quadratic regulator is employed to determine gain matrices for the
system and the observer. Results are compared with those from a linear
analysis.
Keywords
catenary risers, VIV, nonlinear modes, finite element
method, active control
Department of Structural and
Geotechnical Engineering
Polytechnic School
University of São Paulo
Av. Prof. Almeida Prado, trav. 2 n. 83
05508-900 São Paulo-SP
Brasil
Department of Structural and
Geotechnical Engineering
Polytechnic School
University of São Paulo
Av. Prof. Almeida Prado, trav. 2 n. 83
05508-900 São Paulo-SP
Brasil