Chinese Journal of Ship Research, Volume. 18, Issue 5, 57(2023)

Study on structural model modification and load identification based on limited measuring points

Jun LI1, Zefeng YU2,3, Sangui CHEN1, Shuangyuan HE1, Hai QIU4, and Shan TANG2,3
Author Affiliations
  • 1China Ship Development and Design Center, Wuhan 430064, China
  • 2Department of Engineering Mechanics, Dalian University of Technology, Dalian 116024, China
  • 3State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian 116023, China
  • 4Department of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang 212100, China
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    Figures & Tables(12)
    Iteration curve of 迭代曲线
    [in Chinese]
    [in Chinese]
    [in Chinese]
    [in Chinese]
    [in Chinese]
    [in Chinese]
    [in Chinese]
    • Table 1. Comparison of optimization results of rastrigin function between classical PSO algorithm and improved PSO algorithm

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      Table 1. Comparison of optimization results of rastrigin function between classical PSO algorithm and improved PSO algorithm

      粒子F值寻优达到10经典PSO更接近全局最优解的次数改进PSO更接近全局最优解的次数
      经典PSO寻到全局最优解的次数改进PSO寻到全局最优解的次数
      1020481458
      203876950
      507497124
      1009210008
    • Table 2. The strain value was measured when the external load of I-beam was 50, 55 and 60 kN

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      Table 2. The strain value was measured when the external load of I-beam was 50, 55 and 60 kN

      外载荷/kN应变值/10−6
      测点1测点2测点4
      50211−224175
      55232−247192
      60252−269209
    • Table 3. Comparison of monitoring point strain between modified model and real model

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      Table 3. Comparison of monitoring point strain between modified model and real model

      测点3测点5
      外载荷/kN505560505560
      试验测量应变值/10−6−153−169−186−368−405−442
      修正模型应变值/10−6−154.6−170−185.5−373.3−410.6−447.9
      误差/%1.050.59−0.271.441.381.33
    • Table 4. The inversion load and strain values of monitoring points are compared with experimental results

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      Table 4. The inversion load and strain values of monitoring points are compared with experimental results

      测点载荷工况
      20 kN25 kN30 kN35 kN40 kN
      试验测点应变/10−6184108127148169
      2−90−115−135−158−180
      47089105122139
      载荷反演反演值/kN19.8825.5029.9734.9939.92
      误差/%−0.602.00−0.10−0.04−0.21
      监测点应变试验测量值/10−63−60−76−90−106−121
      监测计算值/10−6−61.45−78.84−92.64−108.15−123.39
      误差/%2.423.742.942.031.98
      试验测量值/10−65−148−189−222−258−295
      监测计算值/10−6−148.40−190.40−223.72−261.18−297.98
      误差/%0.270.740.781.231.01
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    Jun LI, Zefeng YU, Sangui CHEN, Shuangyuan HE, Hai QIU, Shan TANG. Study on structural model modification and load identification based on limited measuring points[J]. Chinese Journal of Ship Research, 2023, 18(5): 57

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    Paper Information

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    Received: Sep. 16, 2022

    Accepted: --

    Published Online: Mar. 21, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.03082

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