Chinese Journal of Ship Research, Volume. 18, Issue 1, 213(2023)

Size effect on the intrinsic dynamic characteristics of the orthogonally stiffened plate

Dong TANG1,2, Zitong MA1, Feng LUO1,2, and Mengke CHEN1
Author Affiliations
  • 1College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210024, China
  • 2Institute of Marine and Offshore Engineering, Hohai University, Nantong 226004, China
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    Figures & Tables(12)
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    • Table 1. Natural frequencies corresponding to each mesh size for the orthogonally stiffened plate

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      Table 1. Natural frequencies corresponding to each mesh size for the orthogonally stiffened plate

      网格属性最大相对误差/%m = n 时的固有频率/Hz
      尺寸/m数量(1,1)阶(2,2)阶(3,3)阶(4,4)阶
      0.01010 200155.770383.988689.6571 124.66
      0.009 12 7680.058155.743383.870689.3751 124.01
      0.00816 1280.050155.712383.764689.1251 123.45
      0.00721 0240.046155.680383.662688.8881 122.93
      0.00628 5600.043155.653383.565688.6671 122.45
      0.00540 4000.037155.626383.480688.4751 122.04
      0.00463 0000.034155.601383.400688.2971 121.66
      0.003112 2240.027155.580383.333688.1501 121.36
      0.002251 0000.021155.565383.284688.0411 121.12
      0.0011 002 0000.011155.555383.252687.9731 121.00
    • Table 2. Natural frequencies of the first four orders corresponding to each global size of the beam model

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      Table 2. Natural frequencies of the first four orders corresponding to each global size of the beam model

      梁模型长度固有频率/Hz
      第1阶第2阶第3阶第4阶
      1106.52292.83571.81940.35
      273.435237.43493.58839.95
      363.992220.22468.76807.69
      459.506211.85456.58791.80
      556.893206.91449.35782.33
      655.183203.65444.56776.05
      753.978201.34441.16771.58
      853.083199.61438.61768.24
      952.392198.27436.64765.64
      1051.842197.20435.06763.57
      2049.404192.44428.00754.27
      3048.605190.86425.66751.19
      4048.208190.08424.49749.65
      5047.970189.61423.80748.74
    • Table 3. Natural frequencies of the first four orders corresponding to each global size of the plate model

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      Table 3. Natural frequencies of the first four orders corresponding to each global size of the plate model

      模型序号m = n 时的固有频率/Hz
      (1,1)阶(2,2)阶(3,3)阶(4,4)阶
      179.372190.38349.92560.03
      247.681140.40281.85472.30
      338.994125.40260.95445.58
      435.138118.31250.88432.56
      532.842114.24244.95424.92
      631.376111.59240.93420.08
      730.356109.70238.44416.70
      829.599108.31236.48414.31
      929.038107.14234.99412.56
      1028.578106.38233.85411.30
    • Table 4. Natural frequencies of the first four orders corresponding to each global size of the orthogonally stiffened plate

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      Table 4. Natural frequencies of the first four orders corresponding to each global size of the orthogonally stiffened plate

      模型序号m = n 时的固有频率/Hz
      (1,1)阶(2,2)阶(3,3)阶(4,4)阶
      183.346196.56391.06571.91
      252.528152.61317.20508.68
      344.444142.59303.74436.76
      441.123136.28295.43440.95
      538.374132.41290.73443.80
      636.985130.12287.09446.95
      735.924128.44285.19449.80
      835.123127.27283.27452.27
      934.645126.32282.01454.90
      1034.137125.63281.32457.11
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    Dong TANG, Zitong MA, Feng LUO, Mengke CHEN. Size effect on the intrinsic dynamic characteristics of the orthogonally stiffened plate[J]. Chinese Journal of Ship Research, 2023, 18(1): 213

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Nov. 21, 2021

    Accepted: --

    Published Online: Mar. 18, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.02601

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