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Peridynamic simulation of brittle-ice crushed by a vertical structure

机译:垂直结构压碎脆性冰的蠕变动力学模拟

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Abstract Sea ice is the main factor affecting the safety of the Arctic engineering. However, traditional numerical methods derived from classical continuum mechanics have difficulties in resolving discontinuous problems like ice damage. In this paper, a non-local, meshfree numerical method called “peridynamics”, which is based on integral form, was applied to simulate the interaction between level ice and a cylindrical, vertical, rigid structure at different velocities. Ice in the simulation was freshwater ice and simplified as elastic-brittle material with a linear elastic constitutive model and critical equivalent strain criterion for material failure in state-based peridynamics. The ice forces obtained from peridynamic simulation are in the same order as experimental data. Numerical visualization shows advantages of applying peridynamics on ice damage. To study the repetitive nature of ice force, damage zone lengths of crushing failure were computed and conclude that damage zone lengths are 0.15–0.2 times as ice thickness. Highlights ? We use state-based peridynamics to simulate interaction of level ice and vertical structure. ? Six conditions are computed at different moving velocities of vertical structure. ? Visualization of simulation shows clear process of ice damage. ? Ice force during crushing failure represents typical repetitive nature. ? Damage zone lengths of ice crushing are 0.15–0.2 times as ice thickness.
机译: 摘要 海冰是影响北极工程安全的主要因素。但是,从经典连续体力学派生的传统数值方法在解决不连续问题(如冰冻破坏)方面有困难。在本文中,基于积分形式的非局部无网格数值方法被称为“ peridynamics”,被用于模拟水平冰与不同速度下的圆柱状,垂直,刚性结构之间的相互作用。在模拟中,冰是淡水冰,并简化为弹性脆性材料,具有线性弹性本构模型和基于状态的周向动力学中材料失效的临界等效应变准则。从周边动力学模拟获得的冰力与实验数据的顺序相同。数值可视化显示了将周动力应用于冰损坏的优势。为了研究冰力的重复性质,计算了破碎破坏的破坏带长度,得出的结论是破坏带长度是冰厚的0.15-0.2倍。 突出显示 我们使用基于状态的绕动力学来模拟水冰和垂直结构的相互作用。 六个条件 模拟的可视化显示出清晰的冰冻破坏过程。 压碎失败期间的冰势代表典型的重复性。 损坏碎冰的区域长度是冰厚的0.15–0.2倍。

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