Standard riser global dynamic analysis software packages utilize line element models that cannot capture the complex behavior of flexible risers. This paper presents a computationally efficient nonlinear dynamic analysis methodology capable of incorporating detailed finite element models and scalable to global dynamic simulations of entire flexible riser systems. Subject methodology captures the global geometric nonlinear effects and its coupling to stick-slip friction — a clear requirement for accurate armour stress predictions. In addition, the method enables the formulation of stress transformation matrices which allow the direct recovery of armour stresses from the global simulations. A demonstration problem involving the nonlinear dynamic simulation of a 500m flexible riser system is presented.
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ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
June 8–13, 2014
San Francisco, California, USA
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4547-9
PROCEEDINGS PAPER
A Nonlinear Dynamic Substructuring Approach to Global Dynamics of Flexible Riser Systems
Phil Cooper
Phil Cooper
INTECSEA, Woking, UK
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Arya Majed
INTECSEA, Houston, TX
Phil Cooper
INTECSEA, Woking, UK
Paper No:
OMAE2014-24287, V06BT04A033; 9 pages
Published Online:
October 1, 2014
Citation
Majed, A, & Cooper, P. "A Nonlinear Dynamic Substructuring Approach to Global Dynamics of Flexible Riser Systems." Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. Volume 6B: Pipeline and Riser Technology. San Francisco, California, USA. June 8–13, 2014. V06BT04A033. ASME. https://doi.org/10.1115/OMAE2014-24287
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