DEM simulations of direct shear box experiments of ice rubble: Force chains and peak loads

被引:29
作者
Polojarvi, A. [1 ,2 ]
Tuhkuri, J. [1 ,2 ]
Pustogvar, A. [2 ]
机构
[1] Aalto Univ, Sch Engn, Dept Appl Mech, FI-00076 Aalto, Finland
[2] Norwegian Univ Sci & Technol, Ctr Res Based Innovat CRI, Sustainable Arct Marine & Coastal Technol SAMCoT, N-7034 Trondheim, Norway
关键词
Ice rubble; Ice loads; Direct shear box experiments; Discrete element method; Force chains; Granular material; RIDGE KEEL PUNCH; STRENGTH; MODEL; FRICTION; MEDIA;
D O I
10.1016/j.coldregions.2015.03.011
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper introduces 2D discrete element method (DEM) simulations of laboratory scale direct shear box experiments on ice rubble. The modeled experiments were performed in a cold laboratory at the Norwegian University of Science and Technology (NTNU). The simulations were first validated by comparison to experiments and then used to study the behavior of the rubble in the experiments in detail. After this the simulations were used to study the phenomena behind the shear force records in the experiments. The simulation results clearly demonstrate the need to account for the granular behavior of ice rubble when interpreting the experiment results: the peak loads measured in the experiments are due to force chains that form within the rubble as it goes through shear deformation during the experiment. The peak load values are on the other hand limited by the buckling of the force chains. The implications of these findings are first discussed from the aspect of interpretation of direct shear box experiment results for ice rubble, which is a material with a large block size, and then from the aspect of understanding ice loads in general. The results suggest that when estimating ice loads, the load limiting mechanism has to be carefully taken into account. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:12 / 23
页数:12
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