单塔风诱导振动破坏分析
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Failure Analysis on Wind-induced Vibration  of the Single Column
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    摘要:

    采用基于流体仿真软件Fluent及有限元分析软件Ansys的数值模拟方法,对某独立的130 m高的塔进行风振分析,并针对该应力条件,参照JB4732进行了疲劳分析.结果表明:对于细长结构,横向风力的作用大于顺风向的作用;空塔在临界风速下发生一阶共振时,应力水平最苛刻的位置在塔体下封头与裙座连接处.

    Abstract:

    By numerical simulation based on the fluid field analysis software Fluent and the structure analysis software ANSYS,the wind induced vibration of a 130-meter high column was analysed and the fatigue endurance was calculated according to the code of JB4732 with the obtained stress distribution.The results show that the effect of cross wind is greater than that of along wind for slender structure,and when first order resonance occurs on an empty tower under critical wind speed,the worst dangerous region of stress is in the joint of the lower header and the skirt.A feasible schedule of numerical simulation was offered,which is of practical Calue for academic study and engineering application.

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苏文献,金玉龙,韩超.单塔风诱导振动破坏分析[J].上海理工大学学报,2013,35(4).

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  • 在线发布日期: 2013-09-24
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