Chinese Journal of Ship Research, Volume. 18, Issue 1, 223(2023)

Impacts of natural frequency and relative stiffness of stiffened plate on nonlinear dynamic response

Wei JIANG1, Guangwei HAN1, and Yan ZHANG1,2
Author Affiliations
  • 1School of Ocean Engineering, Harbin Institute of Technology (Weihai), Weihai 264209, China
  • 2State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian116024, China
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    Figures & Tables(15)
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    • Table 1. Parameter symbol of stiffened plate

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      Table 1. Parameter symbol of stiffened plate

      名称参数符号名称参数符号
      带板长度a /m面板厚度tf / m
      带板宽度$b$/ m面板宽度${b_{{\rm{f}}}}$/ m
      带板厚度${t_0}$/ m泊松比$\nu $
      腹板高度${h_{{\rm{w}}}}$/ m杨氏模量E/Pa
      腹板厚度${t_{{\rm{w}}}}$/ m屈服极限${\sigma _{{\rm{y}}}}$/${{\rm{MPa}}}$
    • Table 2. Comprehensive analysis of numerical simulation results and function fitting results

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      Table 2. Comprehensive analysis of numerical simulation results and function fitting results

      载荷频率/固有频率w / t0(模拟结果)w / t0(拟合方程结果)误差/%
      0.396 982 9300.051 627 3530.050 177 665−2.81
      0.696 699 0400.035 591 7060.036 670 4593.03
      1.028 827 7540.006 882 3530.007 430 0007.91
      1.048 789 6970.011 333 3330.010 600 000−6.02
      1.057 104 8010.012 588 2350.012 000 000−4.95
      1.068 010 9360.015 000 0000.013 700 000−8.56
      1.254 075 7460.042 333 3330.043 579 1572.94
      1.351 460 9290.017 586 8820.016 724 348−4.90
    • Table 3. Maximum deflection of the key points on the stiffened plates with different parameters

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      Table 3. Maximum deflection of the key points on the stiffened plates with different parameters

      尺寸参数/mK1点挠度/mK2点挠度/m
      $ {t_{w}} $= 0.008 0,$ {h_{w}} $= 0.03,t0 = 0.0236.88×10−35.48×10−3
      $ {t_{w}} $= 0.010 0,$ {h_{w}} $= 0.06,t0 = 0.0224.85×10−33.90×10−3
      $ {t_{w}} $= 0.009 0,$ {h_{w}} $= 0.07,t0 = 0.0233.98×10−33.21×10−3
      $ {t_{w}} $= 0.010 0,$ {h_{w}} $= 0.07,t0 = 0.0233.88×10−33.13×10−3
      $ {t_{w}} $= 0.012 0,$ {h_{w}} $= 0.10,t0 = 0.0192.45×10−31.99×10−3
      $ {t_{w}} $= 0.014 0,$ {h_{w}} $= 0.20,t0 = 0.0165.25×10−51.11×10−4
      $ {t_{w}} $= 0.016 0,$ {h_{w}} $= 0.30,t0 = 0.0133.61×10−48.89×10−5
      $ {t_{w}} $= 0.017 0,$ {h_{w}} $= 0.30,t0 = 0.0121.18×10−33.98×10−5
      $ {t_{w}} $= 0.017 5,$ {h_{w}} $= 0.30,t0 = 0.0121.17×10−33.79×10−5
      $ {t_{w}} $= 0.018 5,$ {h_{w}} $= 0.30,t0 = 0.0121.15×10−33.42×10−5
      $ {t_{w}} $= 0.021 0,$ {h_{w}} $= 0.30,t0 = 0.0121.11×10−32.64×10−5
      $ {t_{w}} $= 0.018 0,$ {h_{w}} $= 0.35,t0 = 0.0112.30×10−39.14×10−9
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    Wei JIANG, Guangwei HAN, Yan ZHANG. Impacts of natural frequency and relative stiffness of stiffened plate on nonlinear dynamic response[J]. Chinese Journal of Ship Research, 2023, 18(1): 223

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Sep. 4, 2021

    Accepted: --

    Published Online: Mar. 18, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.02515

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