ASME Design of Buoy for FRP Pipe Testing

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  • 7/28/2019 ASME Design of Buoy for FRP Pipe Testing

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    Design of buoy as per ASMEcode(SEC VIII DIV 1) for FRP pipe

    Testing

    by Jyothiprakash

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    Design of shell (UG 28)

    Correlations

    1. Diameter thickness ratio=Do/t

    2. Length diameter ratio=L/Do

    3. Allowable pressure for values of the Factor-A falling to left of the material or temperature line in Fig G.

    Pa=2AE/(3*(Do/t))

    4. Allowable pressure for values of the Factor-A falling to Right of the material or temperature line in Fig G.

    Pa=4B/(3*(Do/t))

    Calculations

    MATERIAL Mild steel

    INNER DIAMETER OF VESSEL Di 2500 mm

    OUTER DIAMETER OF VESSEL Do 2520 mm

    EFFECTIVE LENGTH OF VESSEL Le 3000 mm

    DESIGN PRESSURE Pd 100 Kpa

    ASSUMED THICKNESS ta 10 mm

    YOUNGS MODULUS E 210000000 Kpa

    DIAMETER THICKNESS RATIO Do/ta 252LENGTH DIAMETER RATIO L/Do 1.19

    STRAIN FACTOR-A A 0.0003

    STRESS FACTOR-B B 30 mpa

    Allowable pressure= Pa=4B/(3*(Do/t)) =158.7 Kpa0

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    6 7 8 9 10 11 12Diameter&height(mm

    )

    thickness(mm)

    Thickness of shellheight

    diameter

    Height Diameter Thickness A B

    Allowable

    Pre(Pa)kpa D/L

    1 4.37 7 0.0005 50 106.44 4.37

    1.5 3.57 8 0.00038 38 113.03 2.38

    2 3.1 9 0.0003 30 115.45 1.55

    2.5 2.75 9 0.0003 30 130.05 1.1

    3 2.5 10 0.0003 30 158.7 0.833333

    3.5 2.35 10 0.00022 22 123.76 0.671429

    4 2.2 11 0.00025 25 165 0.55

    4.5 2.06 10 0.00022 22 141.02 0.457778

    5 1.95 10 0.00018 18 121.82 0.39

    5.5 1.863457 11 0.0002 20 155.86 0.33881

    6 1.784124 11 0.0002 20 162.78 0.297354

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    FIG-G(ASME SEC VIII DIV 1)

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    Design of torospherical Head(UG 23)

    Correlations

    1. Diameter thickness ratio=Do/t2. Length diameter ratio=L/Do

    3. Strain Factor A= 0.125/(Ro/t)

    4. Allowable pressure for values of the Factor-A falling to left of the material or temperature line in Fig G.

    Pa=0.0625/((Ro/t)^2).

    5. Allowable pressure for values of the Factor-A falling to Right of the material or temperature line in Fig G.

    Pa=B/(Ro/t)

    MATERIAL Mild SteelINNER DIAMETER OF VESSEL Di 2500mm

    OUTER DIAMETER OF VESSEL Do 2514mm

    RADIUS OF TOROSPHERICAL HEAD Ro 2262.6mm

    DESIGN PRESSURE Pd 100Kpa

    ASSUMED THICKNESS ta 7mm

    YOUNGS MODULUS E 210000000Kpa

    STRAIN FACTOR-A A 0.0003867

    STRESS FACTOR-B B 38mpa

    Calculations

    Allowable pressure= Pa= B/(Ro/t) = 165 Kpa

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    Buoy with one dish end and one flat end Buoy with two dish ends

    Structural analysis of Buoy using Ansys software

    Lifting lug

    Dimensions of lifting lug:

    1.thickness: 50 mm

    2.Length:300 mm

    3.Dia of hole: 54 mm

    4.height:204mm

    5.Radius of fillet:90mm

    Loading conditions:

    1.Design load: 150KN

    2.Design pressure: 100kPa

    3. Max allowable stress

    For mild steel :114MPa

    Max stress

    developed: 43mpa

    Max stress

    developed: 221mpa

    Max stressdeveloped: 108mpa