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个人信息Personal Information
教授
博士生导师
硕士生导师
主要任职:大连理工大学白俄罗斯国立大学联合学院院长、直属党支部书记
其他任职:辽宁省极地海洋专业技术创新中心主任
性别:男
出生日期:1972-12-30
毕业院校:大连理工大学
学位:博士
所在单位:力学与航空航天学院
学科:计算力学. 固体力学. 工程力学. 船舶与海洋结构物设计制造. 岩土与环境力学
办公地点:大连理工大学主校区海宇楼(1号实验楼)607室
联系方式:0411-84708683
电子邮箱:jisy@dlut.edu.cn
基于DEM-FEM 耦合方法的海上风机结构冰激振动分析
点击次数:
发表时间:2022-10-10
发表刊物:Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics
卷号:53
期号:3
页面范围:682-692
ISSN号:0459-1879
摘要:The ice load is one of the most important factors that cannot be ignored for offshore wind turbines (OWTs) in cold regions. The ice-induced vibrations (IIVs) can bring serious fatigue and damage to the OWTs structure. In this paper, a coupling method of the discrete element method (DEM) and the finite element method (FEM) is adopted to establish the IIVs model of monopile-type OWTs. The breakage and failure process of level ice are simulated with the spherical DEM with bonding-breaking effect, and the finite element model of monopile-type OWTs is constructed by the beam element and triangular plate shell element. The DEM-FEM coupled method is adopted to simulate the interaction progress between monopile-type OWTs and level ice under different ice velocity and ice thickness conditions. The accuracy of ice load calculated by the DEM-FEM coupled method is verified by comparing with the empirical formula of IEC (International Electrotechnical Commission) and ISO (the International Organization for Standardization). By comparing the displacements and the acceleration of the top of the wind turbine tower and the top of the foundation, the dynamic response characteristic of the OWTs is qualitatively analyzed. The reason for the difference of dynamic characteristics in different parts of OWTs is structural model characteristic of OWTs:the lower part is a large stiffness pile foundation and the upper part is a high flexibility tower, which makes its dynamic characteristic show the characteristics of the main and subordinate structure. The characteristics of "Main-Subordinate structure" make the tower (subordinate) and pile foundation (main) show different response behaviors under complex ice load, and the vibration period and acceleration power spectrum density (PSD) of different parts of OWTs are different. This study can provide a useful reference for the OWTs anti-ice design and the fatigue analysis of OWTs in cold regions. © 2021, Chinese Journal of Theoretical and Applied Mechanics Press. All right reserved.
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