Static and Dynamic Responses of a Composite Catenary Riser with Internal Gas–Liquid Two-Phase Flow

Authors

  • Xueping Chang
  • Wencheng Mu

DOI:

https://doi.org/10.54691/5gybe565

Keywords:

Composite Materials; Catenary Riser; Gas–liquid Two-phase Flow; Vortex-induced Vibration; Wake Oscillator Model.

Abstract

This study examines the static and vortex-induced vibration (VIV) responses of a composite catenary riser conveying internal gas–liquid two-phase flow under external ocean currents. A static model of the catenary riser incorporating pipe–seabed interaction is formulated based on the principle of minimum potential energy, and the governing equations are discretized and solved using a finite-difference scheme combined with the Newton–Raphson iterative method.  For dynamics, a wake-oscillator model is coupled with the riser equations to predict combined in-line and cross-flow motions, while the internal two-phase flow is described using the Monette–Pettigrew slip model. The coupled system is solved with a finite-element formulation using Newmark–β time integration and a fourth-order Runge–Kutta scheme. Parametric studies quantify the effects of gas volume fraction and fiber orientation angle on the equilibrium configuration, internal forces, and vibration responses. Results show that increasing gas volume fraction reduces peak tension and bending moment in the touchdown region, whereas smaller layup angles improve the overall load state. In addition, higher gas volume fraction increases vibration amplitudes and shifts the response toward lower-order modes, while larger layup angles primarily induce downstream migration of the dominant mode.

Downloads

Download data is not yet available.

References

[1] Ochoa, O. O., Salama, M. M. Offshore composites: Transition barriers to an enabling technology. Composites Science and Technology. 2005, Vol. 65 (No. 15–16), p. 2588–2596.

[2] Chatjigeorgiou, I. K., Mavrakos, S. A. Nonlinear static analysis of deepwater catenary risers. Ocean Engineering. 2005, Vol. 32 (No. 1), p. 1–20.

[3] Sarpkaya, T. A critical review of the intrinsic nature of vortex-induced vibrations. Journal of Fluids and Structures. 2004, Vol. 19 (No. 4), p. 389–447.

[4] Kardomateas, G. A., Simitses, G. J. Buckling and postbuckling of composite cylindrical shells under external pressure. AIAA Journal. 1989, Vol. 27 (No. 11), p. 1522–1528.

[5] Facchinetti, M. L., de Langre, E., Biolley, F. Coupling of structure and wake oscillators in vortex-induced vibrations. Journal of Fluids and Structures. 2004, Vol. 19 (No. 2), p. 123–140.

[6] Monette, C., Pettigrew, M. J. Fluidelastic instability of flexible tubes subjected to two-phase internal flow. Journal of Fluids and Structures. 2004, Vol. 19 (No. 7), p. 943–956.

[7] Chang, X. P., Qu, C. J., Fan, J. M. Biaxially coupled vortex-induced vibration characteristics of composite marine risers conveying gas–liquid two-phase flow. Journal of Ocean University of China (Natural Science Edition). 2022, Vol. 52 (No. 10), p. 146–160. (in Chinese).

[8] Li, X., Cao, X., Li, F., et al. Coupled cross-flow/in-line vortex-induced vibration responses of a catenary-type riser subjected to uniform flows. Journal of Ocean University of China. 2024, Vol. 23 (No. 5), p. 1202–1212.

[9] Xing, H., Yu, Y., Xu, H., et al. Vortex-induced vibration response characteristics of catenary riser conveying two-phase internal flow. Ocean Engineering. 2022, Vol. 257, p. 111617.

[10] Chen, Y. B. Vortex-induced vibration and fatigue damage analysis of deepwater gas–liquid multiphase risers (PhD thesis, China Jiliang University, China 2016). (in Chinese).

[11] Li, H. J., Wang, J., Zhang, M. Research progress on vortex-induced vibration suppression technologies for marine risers. Ship Mechanics. 2020, Vol. 24 (No. 7), p. 935–949. (in Chinese).

[12] Tsukada, I. R., Morooka, K. C. A numerical procedure to calculate the VIV response of a catenary riser. Ocean Engineering. 2016, Vol. 122, p. 145–161.

[13] Yamamoto, C. T., Meneghini, J. R., Saltara, F., et al. Numerical simulations of vortex-induced vibration on flexible cylinders. Journal of Fluids and Structures. 2004, Vol. 19 (No. 4), p. 467–489.

[14] Liu, D. P., Ai, S. M., Sun, L. P., et al. Influence of steady slug flow on the dynamic response of steel catenary risers. Journal of Harbin Engineering University. 2021, Vol. 42 (No. 11), p. 1573–1579. (in Chinese).

[15] Liu, J., Guo, X. Q., Liu, Q. Y., et al. VIV response characteristics of marine risers considering coupled in-line and cross-flow vibrations. Acta Petrolei Sinica. 2019, Vol. 40 (No. 10), p. 1270–1282. (in Chinese).

Downloads

Published

2026-03-22

Issue

Section

Articles

How to Cite

Chang, X., & Mu, W. (2026). Static and Dynamic Responses of a Composite Catenary Riser with Internal Gas–Liquid Two-Phase Flow. Scientific Journal of Technology, 8(3), 21-36. https://doi.org/10.54691/5gybe565