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基于离散元-有限元模型的冰激锥体海洋平台结构振动分析
引用本文:邵帅,周国丰,王帅霖,季顺迎.基于离散元-有限元模型的冰激锥体海洋平台结构振动分析[J].计算力学学报,2015,32(5):662-667.
作者姓名:邵帅  周国丰  王帅霖  季顺迎
作者单位:大连理工大学 工业装备结构分析国家重点实验室, 大连 116024;中科华核电技术研究院, 深圳 518124;大连理工大学 工业装备结构分析国家重点实验室, 大连 116024;大连理工大学 工业装备结构分析国家重点实验室, 大连 116024
基金项目:国家自然科学基金(41176012);国家海洋公益性行业科研专项(201105016,201205007);高等学校博士学科点专项科研基金(20130041110010)资助项目.
摘    要:冰荷载是影响海洋平台结构及其上部设备作业安全的重要因素。针对海洋平台与海冰相互作用的动力过程,采用具有粘接-破碎性能的离散元方法(DEM)对海冰的破碎特性进行分析,采用有限元方法(FEM)对海洋平台结构的动力响应进行计算;同时考虑海冰与海洋平台结构的耦合作用,将海冰的离散元方法与海洋平台结构的有限元方法相结合,建立了冰激海洋平台结构振动的DEM-FEM模型,并由此计算海冰作用下海洋平台结构的振动响应以及冰荷载特性。

关 键 词:有限元  离散元  耦合模型  海洋平台  冰荷载
收稿时间:2014/8/15 0:00:00
修稿时间:2015/5/18 0:00:00

Ice induced vibration of concial offshore platform structure based on discrete element model-finite element model
SHAO Shuai,ZHOU Guo-feng,WANG Shuai-lin and JI Shun-ying.Ice induced vibration of concial offshore platform structure based on discrete element model-finite element model[J].Chinese Journal of Computational Mechanics,2015,32(5):662-667.
Authors:SHAO Shuai  ZHOU Guo-feng  WANG Shuai-lin and JI Shun-ying
Institution:State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China;China Nuclear Power Technology Research Institute, Shenzhen 518124, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China
Abstract:Ice force is an important factor which affects the operating safety of jacket platform structure and its equipment.According to the dynamic interaction process between sea ice and offshore structure,the discrete element method (DEM) is employed to analyze the breaking process of sea ice,and the finite element method (FEM) is used to simulate the dynamic response of jacket platform.Considering the interaction between sea ice and jacket platform,the DEM-FEM numerical method is proposed to analyze the ice-induced vibration of jacket platform and the dynamic ice loads.
Keywords:finite element method  discrete element method  coupled model  jacket platform  ice load
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