0
RESEARCH PAPERS: Arctic Engineering

Ice Mass Motions Near an Offshore Structure

[+] Author and Article Information
M. Isaacson

University of British Columbia, Vancouver, B.C., Canada

J. Offshore Mech. Arct. Eng 109(2), 206-210 (May 01, 1987) (5 pages) doi:10.1115/1.3257011 History: Received March 27, 1985; Revised May 07, 1986; Online October 30, 2009

Abstract

The present paper treats the motions of an ice mass up to the instant of impact with a large fixed offshore structure, and describes a numerical method for predicting these motions taking account of the interaction between the ice mass and structure. In general an ice mass will undergo wave-induced oscillatory motions as well as drift motion. The former are calculated by linear diffraction theory applied to bodies of arbitrary shape so that interaction effects are fully accounted for. The drift motion is calculated by a time-stepping procedure applied to the drift equations of motion which involve zero frequency added masses, drag forces and wave drift forces. As an example of the methods application, results are presented for a typical design situation which illustrate the nature of the hydrodynamic interaction between the ice mass and structure.

Copyright © 1987 by ASME
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In