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Loads due to First Year Ice Ridges on a Vertical Cylinder

[+] Author Affiliations
David Molyneux, Don Spencer, Lei Liu

Oceanic Consulting Corporation, St. John’s, NL, Canada

Paper No. OMAE2013-10068, pp. V006T07A005; 8 pages
doi:10.1115/OMAE2013-10068
From:
  • ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering
  • Volume 6: Polar and Arctic Sciences and Technology; Offshore Geotechnics; Petroleum Technology Symposium
  • Nantes, France, June 9–14, 2013
  • Conference Sponsors: Ocean, Offshore and Arctic Engineering Division
  • ISBN: 978-0-7918-5540-9
  • Copyright © 2013 by ASME

abstract

This paper presents some predictions of ice ridge loads on a vertical cylinder, based on model experiments, analytical methods, and numerical simulations. The experiment program involved the interaction of a vertical cylinder with two unconsolidated ice ridges. Each ridge was nominally 1.9 m wide with a keel 0.5 m deep. The nominal scale used for the experiment was 1:30. The analytical methods included Dolgopolov, Mellor, Croasdale & Cammaert, and ISO19906. The numerical simulations were carried out using a discrete element computer code, named DECICE. The paper compared the results of model experiments, analytical methods and numerical simulations.

Copyright © 2013 by ASME

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