||長期振動計測及び非線形 3 次元 FEM 解析に基づく風車基礎接合部の疲労評価手法の提案
42015-03-31 , 法政大学大学院デザイン工学研究科
This paper studied fatigue of wind turbine foundation. First, field measurements for existing wind turbine were carried out to investigate the vibration characteristics, and data analyses presented an importance of consideration of complicated action caused by multi-directional load. Next, fatigue analyses were conducted with constant amplitude of cyclic load with tower-foundation three-dimensional FE-model. The responses were assessed by four indexes reflecting damage of concrete. As a result, the second strain invariant of deviatoric strain tensor was identified as a suitable index to assess the fatigue limit state. Finally, the index indicated that multi-directional and variable amplitude of cyclic load made the life of foundation much shorter.