Theoretical and experimental prediction of the response of compliant risers.

N. M. Patrikalakis, Takashi Maekawa, G. A. Kriezis, H. N. Gursoy

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Abstract

The general three-dimensional linearized dynamic equations of a compliant riser, idealized as a rotationally non-uniform rod, around a non-linear static configuration in the presence of general current and monochromatic wave excitation are formulated. Non-linear forces such as quadratic drag are harmonically linearized by minimizing the mean square error between the linear approximation and the non-linear force. The theory is implemented in a computer program which allows analysis of a variety of compliant riser configurations. Numerical examples and comparisons with time domain solutions for catenary risers are included. Comparisons of our theoretical predictions with experimental results obtained from a 1.5 meter catenary compliant riser model excited monochromatically at the top parallel to a constant current are also presented to evaluate our ability to predict the response of compliant riser systems. (A)

Original languageEnglish
Journal[No source information available]
Publication statusPublished - 1989 Jan 1
Externally publishedYes

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ASJC Scopus subject areas

  • Engineering(all)

Cite this

Patrikalakis, N. M., Maekawa, T., Kriezis, G. A., & Gursoy, H. N. (1989). Theoretical and experimental prediction of the response of compliant risers. [No source information available].