Two-dimensional discrete element simulations ofice–structure interaction

Author:

Selvadurai A.p.s.,Sepehr K.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference49 articles.

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2. Blanchet, D., 1988. Variation of the load-failure pressure with depth through first year and multi yearice. Journal of Offshore Mech. and Arctic Engineering 110, 159–168.

3. Buck, E.B., Nickolyev, O.Y., Schulson, E.M., 1994. Failure envelopes and the ductile to brittle transition in S2 columnar fresh water and saline ice under biaxial compression. Proc. IAHR. Trondheim, Norway.

4. Comfort, G., Selvadurai, A.P.S., Abdelnour, R., Au, M.C., 1992. A numerical ice load model. Proc.Int. Assoc. Hydraulic Research Conf. Banff, Alberta, pp. 243–257.

5. Cormeau, I.C., 1975. Numerical instability in quasi-static elasto⧹visco-plasticity. Int. J. Num. Meth. Engng 9, 109–127.

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