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Proc. ASME. OMAE2021, Volume 4: Pipelines, Risers, and Subsea Systems, V004T04A008, June 21–30, 2021
Paper No: OMAE2021-62970
... a cable can create large nonlinear changes in the dynamic structures have axial deformation as their dominant material nature of its behavior. The evolved complexity of the resulting resistance. Bending, twisting, shearing and all other material global motions and vibrations in space and time often defy...
Proc. ASME. OMAE2012, Volume 2: Structures, Safety and Reliability, 407-417, July 1–6, 2012
Paper No: OMAE2012-83660
... by industry; however, these techniques tend to suffer in capturing accurately line dynamic response and so reproducing peak tensions. In an attempt to improve credibility of model test data the proposed truncation procedure sets up the truncated model, based on line dynamic response rather than quasi-static...
Proc. ASME. OMAE2007, Volume 3: Pipeline and Riser Technology; CFD and VIV, 269-284, June 10–15, 2007
Paper No: OMAE2007-29299
... is usually neglected. In this paper, the energy method is invoked to derive the governing equations including the effects of external temperature variation along the length of the pre-stressed and pressurized pipe. The stability of such pipes under plug flow model is thereafter presented. Dynamics...
Proc. ASME. OMAE2005, 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 3, 395-401, June 12–17, 2005
Paper No: OMAE2005-67043
... displacement and drag while pulling. The model is based on dynamic equation of lateral forces. Using this model it is quite easy to take into account nonlinear contact interaction of pipeline and soil in terms of both contact force and friction drag as well as a convective nature of the lateral load...