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基于稀疏Bayes学习算法的无约束结构荷载重构方法

陈先智 周新元 曾耀祥 张亚辉

陈先智, 周新元, 曾耀祥, 张亚辉. 基于稀疏Bayes学习算法的无约束结构荷载重构方法[J]. 应用数学和力学, 2023, 44(8): 931-943. doi: 10.21656/1000-0887.430336
引用本文: 陈先智, 周新元, 曾耀祥, 张亚辉. 基于稀疏Bayes学习算法的无约束结构荷载重构方法[J]. 应用数学和力学, 2023, 44(8): 931-943. doi: 10.21656/1000-0887.430336
CHEN Xianzhi, ZHOU Xinyuan, ZENG Yaoxiang, ZHANG Yahui. An Unconstrained Structural Dynamic Load Reconstruction Method Based on the Sparse Bayesian Learning Algorithm[J]. Applied Mathematics and Mechanics, 2023, 44(8): 931-943. doi: 10.21656/1000-0887.430336
Citation: CHEN Xianzhi, ZHOU Xinyuan, ZENG Yaoxiang, ZHANG Yahui. An Unconstrained Structural Dynamic Load Reconstruction Method Based on the Sparse Bayesian Learning Algorithm[J]. Applied Mathematics and Mechanics, 2023, 44(8): 931-943. doi: 10.21656/1000-0887.430336

基于稀疏Bayes学习算法的无约束结构荷载重构方法

doi: 10.21656/1000-0887.430336
我刊编委张亚辉来稿
基金项目: 

国家自然科学基金项目 12032008

详细信息
    作者简介:

    陈先智(1996—),男,硕士生(E-mail: xianzhichen@mail.dlut.edu.cn)

    周新元(1995—),男,博士生(E-mail: zxy9501@mail.dlut.edu.cn)

    曾耀祥(1987—),男,高级工程师(E-mail: zengyaoxiang01@163.com)

    通讯作者:

    张亚辉(1972—),男,教授,博士生导师(通讯作者. E-mail: zhangyh@dlut.edu.cn)

  • 中图分类号: O32

An Unconstrained Structural Dynamic Load Reconstruction Method Based on the Sparse Bayesian Learning Algorithm

  • 摘要: 为快速准确重构含有未知初始条件的无约束结构外激励,提出了一种基于稀疏Bayes学习算法的荷载重构方法.结合函数拟合的思想建立控制方程,以噪声服从Gauss分布为先验,在Bayes模型中使用快速算法,稀疏重构未知荷载.为合理表达分段拟合中的初始条件,提出了改进的分段拟合手段,以上一分段末状态响应作为可能初始条件,并辅以低阶振型作为初始位移和初始速度的补充.算例以简化运载火箭模型为研究对象,考虑不同等级噪声和不同初始条件表达形式的影响,验证方法的精度和效率.
    1)  我刊编委张亚辉来稿
  • 图  1  分段重叠拟合

    Figure  1.  Piecewise overlap fitting

    图  2  所提方法荷载重构流程图

    Figure  2.  The flowchart of the proposed method for load reconstruction

    图  3  初始位移

    Figure  3.  Initial displacements

    图  4  初始速度

    Figure  4.  Initial velocities

    图  5  本文所提方法不同噪声水平下荷载重构结果

    Figure  5.  Reconstruction results with the proposed method under different noise levels

    图  6  15%噪声水平下不同方法的荷载重构结果

    Figure  6.  Comparison of reconstruction results between different methods with a 15% noise level

    图  7  仅使用低阶振型表达初始条件

    Figure  7.  Only low-order modes used to express the initial conditions

    图  8  改进分段拟合

    Figure  8.  Modified piecewise fitting time histories

    图  9  衔接点放大图

    Figure  9.  The articulation point enlargement

    表  1  重构精度与计算时间

    Table  1.   Reconstruction accuracies and computation times

    proposed ref.[24]
    noise levels 5% 10% 15% 5% 10% 15%
    f1 1.87% 3.55% 10.08% 3.17% 10.71% 10.98%
    f2 0.37% 0.67% 1.82% 0.01% 0.20% 0.35%
    f3 0.99% 1.67% 2.82% 0.65% 6.34% 9.39%
    computing time 0.68 s 617.02 s
    下载: 导出CSV

    表  2  3种重构方式识别结果对比

    Table  2.   Comparison of identification results of 3 reconstruction methods

    force relative error δ/% computing time t/s
    only low-order modes expressed
    initial condition
    f1 58.48 622.91
    f2 139.66
    f3 105.32
    modified piecewise fitting f1 2.56 619.23
    f2 4.77
    f3 6.03
    no segmentation f1 11.58 1 203.26
    f2 23.57
    f3 16.72
    下载: 导出CSV
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出版历程
  • 收稿日期:  2022-10-24
  • 修回日期:  2022-11-15
  • 刊出日期:  2023-08-01

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