海上风电单桩疲劳损伤的残余应力考虑:是还是不是?

A. A. Oyeniran, D. S. Aziaka
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引用次数: 2

摘要

利用有限元分析工具ABAQUS软件,采用数值分析方法研究了海上风电机组单桩的残余应力对疲劳损伤的影响。在ABAQUS中建立了三个相同尺寸(在标准范围内)的单桩模型,并将其按周划分为相等的环。在实践中,纵向隔板可以旋转180°。在这三种模型中都应用了实际海上风力涡轮机环境的典型特征载荷,在第一和第二种模型的关键焊接区域施加了拉伸和压缩残余应力作为附加载荷,而第三种模型没有附加载荷。在所有六个自由度均采用零边界条件的情况下,模拟运行了107个周期的风浪荷载,每种情况下均按标准建议进行。三种模型临界焊缝区域的应力结果表明,与不存在残余应力的模型结果相比,存在等于材料屈服应力的拉伸残余应力对单桩疲劳损伤的贡献最大为0.05%,而存在与材料屈服应力大小相当的压残余应力对单桩疲劳寿命的贡献最大为0.06%。表明残余应力对临界焊缝区域应力积累的贡献可以忽略不计,从而表明残余应力的大小与单桩材料的屈服应力一样高,不足以导致单桩在轴向打开。
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Residual Stress Consideration in Fatigue Damage of Offshore Wind Turbine Monopiles: To Be or Not to Be?
The purpose of this paper was to investigate the impact of residual stresses on fatigue damage of offshore wind turbine monopiles by numerical analysis approach using ABAQUS software, a finite element analysis (FEA) tool. Three monopile models with the same dimension (within standard range) have been developed in ABAQUS and partitioned circumferentially into equal rings. Longitudinal partitions have been rotated through 180° as obtainable in practice. Characteristic loads typical of a real life offshore wind turbine environment have been applied to all three models, with tensile and compressive residual stresses applied as additional loads at the critical weld region to the first and second models while the third model had no additional load. With zero boundary conditions applied in all six degrees of freedom, the simulation has been run for 107 cycles of wind and wave loads as recommended in standards in each case. Stress results obtained from the critical weld region in the three models showed that the presence of tensile residual stresses equal to the material yield stress contributed a maximum 0.05% to fatigue damage of the monopile when compared with results from the model with no residual stress while the presence of compressive residual stresses with the magnitude of the yield stress of the material caused a gain of 0.06% in fatigue life by similar comparison, indicating negligible contribution of residual stresses to the stress build up in the critical weld region, thus suggesting that the magnitude of the residual stress as high as the yield stress of the material of the monopile is not large enough to cause the monopile to open up in the axial direction.
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