Discrete Element Analysis of Ice-Induced Vibrations of Offshore Wind Turbines in Level Ice

被引:4
|
作者
Long, Xue [1 ]
Liu, Lu [2 ]
Ji, Shunying [3 ]
机构
[1] Dalian Maritime Univ, Naval Architecture & Ocean Engn Coll, Dalian 116023, Peoples R China
[2] Dalian Univ Technol, Sch Naval Architecture Engn, Dalian 116024, Peoples R China
[3] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
ice load; discrete element method; ice-structure interaction; offshore wind turbine; self-excited vibration; SEA-ICE; NUMERICAL-SIMULATION; MODEL; FORCE; DELAMINATION; ALGORITHM; BROKEN; LOADS; WAVE;
D O I
10.3390/jmse11112153
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Self-excited vibrations of offshore structures interacting with sea ice, characterized by low frequency and high amplitudes, pose significant hazards to offshore wind turbines (OWTs) in cold seas. This study employs the discrete element method (DEM) with a parallel bonding model to investigate the interaction between sea ice and OWTs. Two bond-failure models are compared, with the results showing that the model considering stiffness softening and fracture energy provides better alignment with field data in the Bohai Sea. The DEM is employed to analyze the ice-induced vibration of OWTs under varying ice velocities, revealing that brittle failure of sea ice occurs at higher ice speeds, leading to random structure vibration. At slower ice speeds, both brittle and ductile sea ice failure modes result in self-excited vibrations. This suggests a strong connection between self-excited vibration and the brittle-ductile failure of sea ice, influenced by the relative speeds between ice and the structure. This study employs the DEM to elucidate the mechanism of self-excited vibrations in OWTs from the perspective of brittle-ductile sea ice failure. The results show that the DEM model accurately describes the brittle-ductile transition in sea ice failure, and that the structural motion aligns well with field measurements.
引用
收藏
页数:23
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