上海交通大学学报

上海交通大学学报 >

2022 , Vol. 56 >Issue 9: 1168 - 1175

DOI: https://doi.org/10.16183/j.cnki.jsjtu.2021.182

船舶海洋与建筑工程

冰与斜面结构作用过程的离散元模拟与分析

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  • 1.大连理工大学 海洋科学与技术学院,辽宁 盘锦 124221
    2.大连理工大学 物理学院,辽宁 盘锦 124221
    3.国家海洋环境监测中心,辽宁 大连 116023
王延林(1981-),男,辽宁省大连市人,副教授,从事海洋工程问题研究.

收稿日期: 2021-05-26

  网络出版日期: 2022-10-09

基金资助

国家自然科学基金(41806221);国家自然科学基金(41676087);中央高校基本科研业务费(DUT20JC27);中央高校基本科研业务费(DUT21JC34)

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Discrete Element Simulation and Analysis of Ice-Inclined Structure Interaction

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  • 1. School of Ocean Science and Technology, Dalian University of Technology, Panjin 124221, Liaoning, China
    2. School of Physics, Dalian University of Technology, Panjin 124221, Liaoning, China
    3. National Marine Environment Monitoring Center, Dalian 116023, Liaoning, China

Received date: 2021-05-26

  Online published: 2022-10-09

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摘要

斜面结构是冰区海洋结构的重要形式之一.斜面倾角变化会改变海冰的主要破坏模式,使结构所受冰荷载的峰值有较大变化.为了更好地模拟平整冰破碎的随机性特点,构建了具有黏结-破碎功能的非规则分布的扩展圆盘单元海冰模型,并基于该模型模拟了平整冰与斜面结构作用的动力过程.通过将数值模拟所得冰力峰值与实测冰力峰值进行比较,对该模型进行了验证,分析了斜面倾角对冰荷载及海冰破坏模式的影响规律.结果发现:数值模拟的冰荷载随结构倾角的变化趋势与二维理论模型计算的变化趋势基本一致,斜面倾角的增加会导致弯曲破坏所占比例减小,并造成冰荷载峰值及发生概率都呈增大趋势,斜面倾角是影响海冰破坏模式变化以及冰荷载大小的重要因素.该研究工作可以为海冰的离散元数值模拟及斜面海洋工程结构的抗冰设计提供借鉴和参考.

关键词： 离散单元法; 黏结-破碎模型; 斜面结构; 冰荷载; 破坏模式

本文引用格式

王延林, 郭麒, 孙珊珊, 魏思浩, 许宁 . 冰与斜面结构作用过程的离散元模拟与分析[J]. 上海交通大学学报, 2022 , 56(9) : 1168 -1175 . DOI: 10.16183/j.cnki.jsjtu.2021.182

Abstract

Inclined structure is an important marine structure in the iced area. The change of the inclined angle will change the main failure mode of sea ice and affect the peak ice force acted on the structure. In order to simulate the random breaking characteristics of level ice, an irregular distributed dilated disk element model with bond-break function is constructed, and the dynamic process of interaction between the level ice and the inclined structure is simulated based on this model, which is verified by comparing the peak ice forces obtained by numerical simulation with the peak ice forces measured in the field. The influence law of the inclined angle on the ice force and the ice failure mode is analyzed. It shows that the variation of ice load with the changes of inclined angles simulated by the numerical method is basically consistent with the variation calculated by the two-dimensional theoretical model. With the increase of the incline angle, the proportion of bending failure decreases and the peak ice force and its occurrence probability increase. The inclined angle is an important factor in the change of sea ice failure modes and the peak ice force. This paper can be used as a reference for discrete element numerical simulation of sea ice and ice-resist design of inclined marine structures.

Key words： discrete element method (DEM); bond-break model; inclined structure; ice force; failure mode

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