TECHNICAL PAPERS
May 15, 2002

Index for Estimating Physical and Mechanical Parameters of Model Ice

Publication: Journal of Cold Regions Engineering
Volume 16, Issue 2

Abstract

A series of experiments on the physical and mechanical properties of ethanol model ice were conducted to determine the basis for quality control of fine grain model ice. The measured physical parameters of the model ice included the ethanol solution freezing point, air temperature profiles in an ice basin, ice temperature profiles, solution temperature profiles, unfrozen liquid in ice, and ice density. The measured mechanical parameters of the model ice were compressive strength, flexural strength, and characteristic length and strain modulus. Based on these measurements, the dominating factor influencing the physical and mechanical parameters of model ice is found to be the amount of unfrozen liquid in ice. Therefore, a new index of quality control for the physical and mechanical parameters of ice is developed. The statistical relationships of these measured physical and mechanical parameters with the new index are shown.

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References

Hirayama, K. I. (1983). “Properties of urea-doped ice in the CRREL test basin.” CRREL Rep. 83-8, Cold Regions Research and Engineering Laboratory, Hanover, N.H.
Jalonen, R., and Ilves, L. (1990). “Experience with a chemical-doped fine-grained model ice.” Proc. IAHR Ice Sym., International Association for Hydraulic Research, Delft, The Netherlands, 2, 639–651.
Kujala, P., and Ralph, S. (1994). “A ship in compressive ice, results of model scale tests to study pile-up process of ice.” Rep. from the joint Finnish-Russian research project, M-191, Helsinki Univ. of Technology, Otaniemi, Finland.
Lepparanta, M., and Hakala, R. (1989). “Field measurements of the structure and strength of first-year ice ridges in the Baltic Sea.” Proc., 8th Int. Conf. on Offshore Mechanics and Arctic Engineering, ASME, New York, 4, 169–174.
Li, Z., and Riska, K. (1996). “Preliminary study of physical and mechanical properties of model ice.” Rep. M-212, Helsinki Univ. of Technology, Otaniemi, Finland.
Li, Z., and Riska, K. (1998a). “On the uniaxial compressive strength of fine-grain ethanol model ice.” Ice in Surface Waters, Hung Tao Shen, ed., Proc., 14th Int. Symposium on Ice, Clarkson Univ., Potsdam, N.Y., 1, 547–552.
Li, Z., and Riska, K. (1998b). “Experimental study on the flexural strength of fine-grain ethanol model ice.” Abstracts of 13th Int. Symp. on Okhotsk Sea & Sea Ice and the Ice Scour and Arctic Marine Pipelines Workshop, Mometsu, 314–319.
Pounder, E. R. (1965). Ice physics, Pergamon, Tarrytown, N.Y.
Report of the performance in Ice-covered Waters Committee. (1990). Proc., 19th Int. Towing Tank Conf., 1, 525–568.
Schwarz, J., et al. (1981). “Standardized testing methods for measuring mechanical properties of ice.” Cold Regions Sci. Technol., 4, 245–253.

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 16Issue 2June 2002
Pages: 72 - 82

History

Received: Jan 4, 2000
Accepted: Nov 1, 2001
Published online: May 15, 2002
Published in print: Jun 2002

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Authors

Affiliations

Zhijun Li
Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.
Kaj Riska
Professor, Helsinki Univ. of Technology, Ship Laboratory, P.O. Box 4100, FIN-02015 HUT, Finland.

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