Failure assessment of transition piece of jacket offshore wind turbine

被引:0
|
作者
Yeter, B. [1 ]
Garbatov, Y. [1 ]
Guedes Soares, C. [1 ]
机构
[1] Univ Lisbon, Inst Super Tecn, Ctr Marine Technol & Ocean Engn CENTEC, Lisbon, Portugal
来源
PROGRESS IN MARITIME TECHNOLOGY AND ENGINEERING | 2018年
关键词
CYLINDRICAL-SHELLS; LOCALIZATION INSTABILITIES; TUBES; BIFURCATION; BEHAVIOR; STEEL;
D O I
暂无
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
The present study performs a failure assessment of the transition piece of a jacket offshore wind turbine based on a nonlinear finite element analysis. The extreme and fatigue loads acting on the offshore wind turbines increases since the size of the wind turbine increases. Therefore, it is aimed here to develop a multi-dimensional failure criterion to be used in the early stages of the design. Once the structure is subjected above its design loads, it is expected to fail either by tension failure (rupture), buckling, or both. High amplitude plastic strains occurred at the welded-tubular connections, because of the extreme loads and high stress concentration, are dealt with the low-cycle fatigue damage approaches. Using the Neuber's rule, the global stress range is transformed into a true level of stress-strain, where there is a high-stress concentration located. Moreover, the nonlinear structural behaviour under compression is assessed by performing a FE analysis accounting for the nonlinearities related to geometry and material properties.
引用
收藏
页码:359 / 367
页数:9
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