TECHNICAL PAPERS
Feb 1, 1989

Snaking of Floating Marine Oil Hose Attached to SPM BUOY

Publication: Journal of Engineering Mechanics
Volume 115, Issue 2

Abstract

An analytical model is presented for the transverse vibration of a semi‐infinite beam due to forced longitudenal harmonic motion at the end. The model is applied to the “snaking” behavior of a floating hose‐string attached to an SPM buoy: the surge response of the buoy to incident sea waves results in the hose‐string bending in the plane of the water surface. The dependence of the snaking characteristics—frequency, amplitude, and wavelength—on the buoy's surge frequency and amplitude and on the damping present is established. Predictions from the model are compared with model test measurements of snaking.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Brady, I., Williams, S., and Golby, R. (1974). “A study of the forces acting on hoses at a monobuoy due to environmental conditions.” OTC 2136, 6th Annual Offshore Tech. Conf., Houston, Tex.
2.
Brown, M. J. (1984). “Mathematical model of a marine hose‐string at a buoy.” 7th POLYMODEL Conf., Sunderland Polytechnic, United Kingdom, May, Springer‐Verlag, New York.
3.
O'Donoghue, T. (1987). “The dynamic behaviour of a surface hose attached to a CALM buoy,” thesis presented to the Heriot‐Watt University of Edinburgh, United Kingdom, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Saito, H., et al. (1980). “Actual measurements of external forces on marine hoses for SPM.” OTC 3803, 12th Annual Offshore Tech. Conf., Houston, Tex.
5.
Vugts, J. H. (1968). “The hydrodynamic coefficients for swaying, heaving and rolling cylinders in a free surface.” International Shipbuilding Progress, 15 (Part 167).
6.
Young, R. A., Brogren, E. E., and Chrakrabarti, S. K. (1980). “Behaviour of loading hose models in laboratory waves and currents.” OTC 3842, 12th Annual Offshore Tech. Conf., Houston, Tex.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 115Issue 2February 1989
Pages: 265 - 284

History

Published online: Feb 1, 1989
Published in print: Feb 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Jim Bree
Lect., Dept. of Math., Heriot‐Watt Univ., Edinburgh, Scotland, United Kingdom
A. Roy Halliwell
Prof. of Civ. Engrg., Univ. of Technology, Lae, Papua, New Guinea
Tom O'Donoghue
Res. Assoc., Dept. of Civ. Engrg., Heriot‐Watt Univ., United Kingdom

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share