Chinese Journal of Ship Research, Volume. 19, Issue 5, 148(2024)

Reinforcement and homogenization of non-orthogonality stiffening on dynamic stiffness of stiffened plates

Dong TANG1,2, Maohui RAN1, Zitong MA1, Hao WANG1, and Feng LUO1,2
Author Affiliations
  • 1College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210024, China
  • 2Nantong Ocean and Coastal Engineering Research Institute, Hohai University, Nantong 226004, China
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    Figures & Tables(8)
    [in Chinese]
    [in Chinese]
    [in Chinese]
    [in Chinese]
    • Table 1. Natural frequencies of orthogonal stiffened plate model under different mesh sizes

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      Table 1. Natural frequencies of orthogonal stiffened plate model under different mesh sizes

      网格属性最大相差百分比/%(m, n) 阶固有频率/Hz
      尺寸/m数量(1, 1)(2, 2)(3, 3)(4, 4)
      0.01011 000158.61381.81702.451 167.21
      0.00914 6160.081158.56381.65702.081 166.26
      0.00817 1360.036158.54381.59701.911 165.84
      0.00722 7760.053158.51381.49701.661 165.22
      0.00630 6000.041158.49381.42701.471 164.74
      0.00542 0000.035158.47381.35701.301 164.33
      0.00465 0000.034158.44381.27701.131 163.93
      0.003116 2560.029158.42381.21700.991 163.59
      0.002255 0000.004158.41381.21700.981 163.54
    • Table 2. Natural frequencies and variation rates of three types of stiffened plates with various thicknesses at (m, n) = (2, 2) modal order

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      Table 2. Natural frequencies and variation rates of three types of stiffened plates with various thicknesses at (m, n) = (2, 2) modal order

      板厚h/m板−梁弯曲刚度比/m−1加筋形式
      正交加筋板倾斜加筋板弯曲加筋板
      固有频率/Hz变化率固有频率/Hz变化率固有频率/Hz变化率
      0.0040.88241.28287.34232.76
      0.0051.72252.8513.77292.876.58253.6224.80
      0.0062.97270.9814.50304.719.47276.1818.05
      0.0074.71294.0313.25321.869.86301.1214.33
      0.0087.03320.6511.47343.299.24328.2711.70
      0.00910.01349.859.80368.058.31357.249.72
      0.01013.74380.898.32395.367.32387.718.17
      0.01118.28413.277.13424.616.44419.366.97
      0.01223.74446.606.10455.325.62451.935.97
      0.01330.18480.625.28487.144.94485.235.17
      0.01437.69515.144.60519.804.35519.074.56
      0.01546.36550.014.02553.103.84553.333.95
      0.01656.26585.143.55586.883.41587.913.49
      0.01767.49620.423.14621.023.04622.713.10
      0.01880.11655.822.81655.422.73657.662.77
      0.01994.22691.262.51690.012.45692.732.49
      0.020109.89726.732.26724.732.22727.852.24
      0.021127.21762.182.05759.522.01763.002.03
    • Table 3. Natural frequencies of the three types of stiffened plates with various thicknesses at different (m, n) modal orders

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      Table 3. Natural frequencies of the three types of stiffened plates with various thicknesses at different (m, n) modal orders

      模态阶数(m, n)固有频率f / Hz
      h = 0.007 mh = 0.009 mh = 0.011 m
      正交加筋板倾斜加筋板弯曲加筋板正交加筋板倾斜加筋板弯曲加筋板正交加筋板倾斜加筋板弯曲加筋板
      (1, 1)39.1642.9539.6145.8448.5846.5153.7655.7854.40
      (2, 2)156.38171.04157.82183.10193.84185.63214.71222.67217.16
      (3, 3)350.95377.78352.78411.00432.05415.88481.75497.82486.77
      (4, 4)621.90672.18626.72728.22770.28737.87852.74886.74862.71
      (5, 5)972.841 030.90959.171 117.101 192.701 140.801 290.901 376.201 337.80
    • Table 4. Percentage increase in natural frequencies of non-orthogonality stiffened plate relative to those of orthogonally stiffened plate

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      Table 4. Percentage increase in natural frequencies of non-orthogonality stiffened plate relative to those of orthogonally stiffened plate

      模态阶数(m, n)固有频率增加的百分比/%
      h = 0.007 mh = 0.009 mh = 0.011 m
      倾斜加筋板弯曲加筋板倾斜加筋板弯曲加筋板倾斜加筋板弯曲加筋板
      (1, 1)9.681.155.981.463.761.19
      (2, 2)9.370.925.871.383.711.14
      (3, 3)7.650.525.121.193.341.04
      (4, 4)8.080.785.781.333.991.17
      (5, 5)5.97–1.416.772.126.603.63
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    Dong TANG, Maohui RAN, Zitong MA, Hao WANG, Feng LUO. Reinforcement and homogenization of non-orthogonality stiffening on dynamic stiffness of stiffened plates[J]. Chinese Journal of Ship Research, 2024, 19(5): 148

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Jun. 7, 2023

    Accepted: --

    Published Online: Mar. 14, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.03402

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