Comparison and analysis of experimental and virtual laboratory scale punch through tests

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• 作者：Arttu Polojä ; rvi^a ; ^{arttu.polojarvi@aalto.fi} ; Jukka Tuhkuri^a ; Otto Korkalo^b
• 关键词：Ice rubble ; Numerical modelling ; Discrete element method ; Punch through tests ; Model scale experiments
• 刊名：Cold Regions Science and Technology
• 出版年：2012
• 期刊代码：14_0165232x
• 类别：ear
• 出版时间：September, 2012
• 卷：81
• 期：Complete
• 页码：11-25
• 文件大小：3400 K

摘要

Laboratory scale punch through tests on floating rubble consisting of plastic blocks were conducted and simulated with a 3D discrete numerical model. The purpose was to analyse the experimental method and to validate the model. The motivation of using plastic blocks instead of ice was to simplify the interpretation of results as the plastic blocks do not freeze together. The indentor force and the lateral force induced by the rubble on one of the basin walls were recorded as a function of indentor penetration. Further, the experiments were recorded with a video camera and a motion tracking software was used to analyse the rubble deformation. The force records and deformation patterns from the experiments and simulations were in agreement. The evolution of the deformation patterns could be closely linked to the indentor force records, which demonstrates the need for the numerical model to correctly represent the rubble deformation. The experiments and the simulations showed, that the lateral force within the pile increased considerably during a punch through experiment. This makes the interpretation of punch through experiment results for material modelling challenging: the friction angle of the rubble can become overestimated making the punch through test unsuitable for achieving accurate values for friction angle. Consequently, no value for the rubble friction angle was derived here.