张琳, 陈乐佳, 邓海华, 等. 基于弹性支撑离散刚度的载流管路固有频率优化配置方法[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03917.
引用本文: 张琳, 陈乐佳, 邓海华, 等. 基于弹性支撑离散刚度的载流管路固有频率优化配置方法[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03917.
ZHANG L, CHEN L J, DENG H H, et al. Fluid-conveying pipeline natural frequency optimization method based on discrete stiffness of elastic supports[J]. Chinese Journal of Ship Research(in Chinese). DOI: 10.19693/j.issn.1673-3185.03917.
Citation: ZHANG L, CHEN L J, DENG H H, et al. Fluid-conveying pipeline natural frequency optimization method based on discrete stiffness of elastic supports[J]. Chinese Journal of Ship Research(in Chinese). DOI: 10.19693/j.issn.1673-3185.03917.

基于弹性支撑离散刚度的载流管路固有频率优化配置方法

Fluid-conveying pipeline natural frequency optimization method based on discrete stiffness of elastic supports

  • 摘要:
    目的 基于连续刚度的载流管路固有频率优化配置方法在实际中因刚度参数离散性引起优化配置结果不理想,提出一种基于弹性支撑离散刚度的载流管路固有频率优化配置方法。
    方法 首先,以推导的目标固有频率对刚度参数的灵敏度公式为算法核心,以连续最优的支撑刚度优化方案为初始值,通过迭代计算最小化管路固有频率与目标频率的扰动偏差,求解出管路各弹性支撑的离散最优刚度参数。然后,通过U形载流管路数值和试验两种模型对所提方法进行验证。
    结果 结果表明,利用所提方法计算的离散最优刚度参数能够准确完成U形载流管路前2阶固有频率的优化配置,最大误差不超过2%。
    结论 所提方法计算速度快、收敛性好,能够大幅度降低固有频率优化配置结果的扰动偏差,有效解决工程中因计算连续最优刚度与实现离散刚度之间的误差导致固有频率优化结果不理想的问题。

     

    Abstract:
    Objective This paper aims to address the problem of the unsatisfactory vibration reduction (i.e., unsatisfactory optimal assignment of natural frequencies) using a continuous-stiffness based optimal natural frequencies assignment method. As the stiffness parameter is often discretized in implementation, this paper proposes a novel method for optimizing the natural frequency of fluid-conveying pipelines based on the discrete stiffness of the elastic supports.
    Methods The proposed method uses the derived sensitivity formula of the target natural frequency to the stiffness parameters as the core algorithm, and takes the continuous-optimal stiffness parameters as the initial value. The discrete-optimal stiffness parameters of the elastic supports are solved by minimizing the disturbance deviation between the natural frequency and target frequency. The proposed method is then demonstrated by employing both numerical and experimental models of a U-shaped fluid-conveying pipeline.
    Results The results show that the discrete-optimal stiffness parameters obtained by the proposed method can accurately achieve the optimization of the first two natural frequencies of the U-shaped fluid-conveying pipeline with a maximum deviation of no more than 2%.
    Conclusions The proposed method is proven to have a fast computation speed, good convergence, and the ability to significantly reduce the disturbance deviation of the assigned natural frequencies, providing an effective solution to the problem of unsatisfactory optimal natural frequency results caused by errors between calculated continuous-optimal stiffness and discrete stiffness in actual engineering.

     

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