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首页> 外文期刊>International journal of steel structures >Fatigue Evaluation of Grouted Connections under Bending Moment in Offshore Wind Turbines Based on ABAQUS Scripting Interface
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Fatigue Evaluation of Grouted Connections under Bending Moment in Offshore Wind Turbines Based on ABAQUS Scripting Interface

机译:基于ABAQUS脚本接口的海上风力发电机弯矩灌浆接头疲劳评估。

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摘要

The fatigue behavior evaluation under bending moment is extremely important to the grouted connection in monopile offshore wind turbines. Based on the scripting interface of ABAQUS software, finite element model of the grouted connections was established automatically in accordance with the user defined parameters by Python language. Based on the experimental material test of grout material, the grout material was simulated by using three-dimensional concrete damaged plasticity (CDP) model in ABAQUS. Full model and half model were compared under fatigue limit state (FLS), and numerical results are presented in terms of hot spot stress in steel and third principle stress in grout material. It was found that half model could decrease calculation time significantly with more conservative evaluation result. Furthermore, parametric studies were conducted based on the half models about two different shear keys' arrangements as well as the height and distance of shear keys. And it is found that there are slight differences for two models in calculated design life when the interface behavior between steel and grout material is modeled by Coulomb friction law.
机译:弯矩下的疲劳性能评估对于单桩海上风力发电机的注浆连接极为重要。在ABAQUS软件的脚本接口的基础上,根据用户定义的Python语言参数自动建立灌浆连接的有限元模型。在灌浆材料的实验材料试验的基础上,使用ABAQUS中的三维混凝土破坏塑性模型(CDP)对灌浆材料进行了模拟。比较了疲劳极限状态(FLS)下的全模型和半模型,并根据钢中的热点应力和灌浆材料中的第三主应力​​给出了数值结果。结果发现,半模型可以显着减少计算时间,并且评估结果更为保守。此外,基于半模型对两个不同的剪切键的布置以及剪切键的高度和距离进行了参数研究。并且发现,当用库仑摩擦定律对钢与灌浆材料之间的界面行为进行建模时,两种模型在设计寿命上存在细微的差异。

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