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2017 1

2011 1

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大跨度桥梁 1

抖振 1

架设阶段 1

桥梁气动弹性 1

桥梁空气动力学 1

颤振 1

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Review of aeroelasticity for wind turbine: Current status, research focus and future perspectives

Pinting ZHANG, Shuhong HUANG

《能源前沿（英文）》 2011年第5卷第4期页码 419-434 doi: 10.1007/s11708-011-0166-6

摘要： Aeroelasticity has become a critical issue for Multi-Megawatt wind turbine due to the longer and more flexible blade. In this paper, the development of aeroelasticity and aeroelastic codes for wind turbine is reviewed and the aeroelastic models for wind turbine blade are described, based on which, the current research focuses for large scale wind turbine are discussed, including instability problems for onshore and offshore wind turbines, effects of complex inflow, nonlinear effects of large blade deflection, smart structure technologies, and aerohydroelasticity. Finally, the future development of aeroelastic code for large scale wind turbine: aeroservoelasticity and smart rotor control; nonlinear aeroelasticity due to large blade deflection; full-scale 3D computational fluid dynamics (CFD) solution for dynamics; and aerohydroelasticity are presented.

关键词： wind turbine aeroelasticity aeroelastic code

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基于气动模型的大跨度桥梁抖振与颤振的比较评估

Igor Kavrakov, Guido Morgenthal

《工程（英文）》 2017年第3卷第6期页码 823-838 doi: 10.1016/j.eng.2017.11.008

摘要：

风致振动通常代表了大跨度桥梁设计的主要标准。桥梁空气动力学中的气动力主要基于准定常和线性非定常理论。本文旨在通过比较多跨斜拉桥在临界架设条件下的动力响应，进而推演出不同时域自激力与抖振力的表达式。这类混凝土箱梁桥是用于大型河流交叉口的典型参考对象。本文从模型复杂性的角度进行分析，对比了气动模型中隐含的气动参数，如气动阻尼和气动刚度、抖振力和自激力中的流体记忆、气动非线性和气动耦合等对桥梁响应的影响。选定的模型用于研究一定风速范围内的结果，该风速范围对于考虑两种湍流度情况的施工过程是典型范围。此外，还提出了一种计算包括气动导纳在内的抖振力的简化方法，避免了有理逼近。在层流流动下，也将对根据所选模型计算得到的临界颤振风速进行对比。

关键词：抖振颤振大跨度桥梁桥梁空气动力学桥梁气动弹性架设阶段