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郭健, 杨敏, 王伟. 海上风机高桩承台基础模态建模分析研究[J]. 岩土工程学报, 2013, 35(zk2): 1172-1175.
引用本文: 郭健, 杨敏, 王伟. 海上风机高桩承台基础模态建模分析研究[J]. 岩土工程学报, 2013, 35(zk2): 1172-1175.
GUO Jian, YANG Min, WANG Wei. Modeling analysis of modals of high-pile cap foundation of offshore wind turbines[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1172-1175.
Citation: GUO Jian, YANG Min, WANG Wei. Modeling analysis of modals of high-pile cap foundation of offshore wind turbines[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1172-1175.

海上风机高桩承台基础模态建模分析研究

Modeling analysis of modals of high-pile cap foundation of offshore wind turbines

  • 摘要: 为进行高桩承台基础的模态研究,采用有限元软件ANSYS建立实体单元模型、壳单元模型和管壳单元模型,得到了高桩承台基础的12阶固有频率,结果显示这3种模型的自振频率十分接近,说明采用不同的单元并不会对模态分析造成影响。通过对比发现,管壳单元模型较其他两种模型而言具有单元数量少、建模简便的优点,在进行高桩承台模态分析时,应优先考虑管壳单元的建模方式。

     

    Abstract: In order to study the model of high-pile cap foundation, solid element model, shell element model and pipe and shell element model are established by means of the finite element software ANSYS. 12 natural frequencies of the high-pile cap foundation are obtained. The calculated results show that the frequencies of the three models are very close, so different units will not affect the modal analysis. The method adopting the pipe and shell model, compared with other two kinds of modeling methods, has the advantage of fewer units and simpler model, so it should be firstly considered in the modal analysis of high-pile cap foundation.

     

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