Abstract

A vortex-induced vibration (VIV) experiment on a standing variable-tension deepsea riser was conducted to investigate the applicability and sensitivity of Bare Fiber Bragg Grating (BFBG) sensor technology for testing deepsea riser vibrations. The dominant frequencies, dimensionless displacements, in-line and cross-flow couplings of the riser VIV under different top tensions were observed through wavelet transform and modal decomposition. The result indicated that, excited by the same external flow velocities, the cross-flow and in-line dominant frequencies of the riser both decreased with increasing top tension. In terms of displacement responses, increasing top tension caused the root mean square (RMS) displacement to decrease and the vibration amplitude to reduce. In terms of cross-flow and in-line coupling, the closer a location is to the ends of the riser, the smaller the trajectory is and the more standard the “8” becomes. During top tension increases, there exists a “lag” in the time when the riser’s vibration trajectory becomes an “8”. The Slalom Surround Installation approach can effectively prevent the local breakage of the optical fiber string. BFBG sensor technology can give an accurate presentation of the displacement time history, vibration amplitude and frequency of the riser, provides a clear picture of how the riser’s mode and VIV evolve as a function of flow velocity.

Highlights

  • Top-tensioned risers are a unique form of riser application that tensions the riser by applying tension through a top tensioner

  • Bare Fiber Bragg Grating (BFBG) sensor technology can give an accurate presentation of the displacement time history, vibration amplitude and frequency of the riser, provides a clear picture of how the riser’s mode and vortex-induced vibration (VIV) evolve as a function of flow velocity

  • Under all five levels of top tension, the Strouhal numbers were were obtained through external load excitation by varying the external flow velocity at 10 levels; not much different but all fluctuated near 0.18; the slope ratios yielded from linear fitting of the in-line the dominant frequencies of the riser under different cases were yielded through Fourier transform dimensionless dominant frequencies all stayed near 0.36

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Summary

Introduction

Top-tensioned risers are a unique form of riser application that tensions the riser by applying tension through a top tensioner. Gao et al analyzed the VIV response and parameters of full-size, tension deepsea risers under non-locked-in conditions with a model based on the Vander Pol theory They concluded that the riser’s inherent frequency in in-line direction is higher than that in cross-flow direction and top tension variation makes a great difference to the riser’s inherent frequency and vibration mode [9]. Zhang et al used the discrete control equation of finite element method and solved it in the time domain using the Newmark-β approach [12] They examined the limit displacement, bending moment, stress, and top and bottom corners of a top-tensioned riser subjected to up-convex internal isolated wave.

Working
Schematic
Analysis of Strain Data
Time Frequency Analysis Method
Strain Signal Based Modal Analysis Theory
Experimental Apparatus
General
Riser Model
Riser VIV Test Cases under Different Top Tensions
Response Frequency
Discussion
VIV Displacement Response Analysis
Cross-Flow and in-Line Coupling
Conclusions
Full Text
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