Scaling of Sea Ice Fracture—Part I: Vertical Penetration

Author:

Bazˇant Z. P.1

Affiliation:

1. Walter P. Murphy Professor of Civil Engineering and Materials Science, Northwestern University, Evanston, IL 60208

Abstract

Based on the premise that large-scale failure of sea ice is governed by fracture mechanics, recently validated by Dempsey’s in situ tests of fracture specimens of a record-breaking size, this two-part study applies fracture mechanics and asymptotic approach to obtain approximate explicit formulas for the size effect in two fundamental problems. In the present Part I, the load capacity of a floating ice plate subjected to vertical load is determined, and in Part II, which follows, the horizontal force exerted by an ice plate moving against a fixed structure is analyzed in a similar manner. The resulting formulas for vertical loading agree with previous sophisticated numerical fracture simulations as well with the limited field tests of vertical penetration that exist. The results contrast with the classical predictions of material strength or plasticity theories, which in general exhibit no size effect on the nominal strength of the structure.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference68 articles.

1. Bernstein, S., 1929, “The Railway Ice Crossing,” Trudy Nauchno-Technicheskogo Komiteta Narodnogo Komissariata Putei, Soobshchenniya, Vol. 84 Moscow (in Russian).

2. Nevel, D. E. , 1958, “The Theory of Narrow Infinite Wedge on an Elastic Foundation,” Trans. Eng. Inst. Canada, 2, No. 3.

3. Kerr, A. D., 1975, “The Bearing Capacity of Floating Ice Plates Subjected to Static or Quasi-Static Loads—A Critical Survey,” Research Report 333, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.

4. Kerr, A. D. , 1996, “Bearing Capacity of Floating Ice Covers Subjected to Static, Moving, and Oscillatory Loads,” Appl. Mech. Rev., 49, No. 11, pp. 463–476.

5. Sodhi, D. S. , 1995, “Breakthrough Loads of Floating Ice Sheets,” J. Cold Regions Eng. ASCE, 9, No. 1, pp. 4–20.

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