Deck 12: Applications of Plane Stress Pressure Vessels and Combined Loadings
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Deck 12: Applications of Plane Stress Pressure Vessels and Combined Loadings
1
A thin-walled cylindrical tank with a diameter of 200 mm has an internal pressure of 11 MPa. The yield
stress in tension is 250 MPa, the yield stress in shear is 140 MPa, and the factor of safety is 2.
permissible thickness of the tank is approximately: 




D
2
A cylindrical tank is assembled by welding steel sections in a helical pattern with angle
50°. Tank diameter is 1.





D
3
A thin-walled cylindrical tank with a diameter of 2.0 m and wall thickness of 18 mm is open at the top.




B
4
A cylindrical tank is assembled by welding steel sections in a helical pattern with angle
50°. Tank diameter is 1.6 m, thickness is 20 mm, and internal pressure is 2.75 MPa. Modulus
210 GPa and Poisson's
Ratio ν 5 0.28. The normal stress acting perpendicular to the weld is approximately:




Ratio ν 5 0.28. The normal stress acting perpendicular to the weld is approximately:


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5
A cylindrical tank is assembled by welding steel sections in a helical pattern with angle
50°. Tank diameter is 1.6 m, thickness is 20 mm, and internal pressure is 2.75 MPa. Modulus
210 GPa and Poisson's
Ratio ν 5 0.28. The longitudinal strain in the the wall of the tank is approximately:




Ratio ν 5 0.28. The longitudinal strain in the the wall of the tank is approximately:


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6
A thin-walled spherical tank with a diameter of 1.5 m and wall thickness of 65 mm has an internal pres- sure of 20 MPa. The maximum shear stress in the wall of the tank is approximately:




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7
A thin-walled cylindrical tank, under internal pressure p, is compressed by a force F 5 75 kN. Cylinder diameter is
90 and wall thickness
5.5 mm. Allowable normal stress is 110 MPa and allowable shear
stress is 60 MPa. The maximum allowable internal pressure
is approximately:








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8
The pressure relief valve is opened on a thin-walled cylindrical tank, with the radius-to-wall thickness ratio of 128, thereby decreasing the longitudinal strain
original internal pressure in the tank was approximately:




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9
A segment of a drive shaft (
160 mm) is subjected to a torque
allowable shear stress in the shaft is 45 MPa. The maximum permissible compressive load
P is approximately:






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10
A thin-walled spherical tank has a diameter of 0.75 m and an internal pressure of 20 MPa. The yield
stress in tension is 920 MPa, the yield stress in shear is 475 MPa, and the factor of safety is 2.
of elasticity is 210
Poisson's ratio is 0.28, and maximum normal strain is
The minimum permissible thickness of the tank is approximately:







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11
A cylindrical tank is assembled by welding steel sections circumferentially. Tank diameter is 1.5 m, thick- ness is 20 mm, and internal pressure is 2.0 MPa. The maximum shear stress in the heads is approximately:




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12
A cylindrical tank is assembled by welding steel sections circumferentially. Tank diameter is 1.5 m, thickness is 20 mm, and internal pressure is 2.0 MPa. The maximum tensile stress perpendicular to the welds
is approximately:




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13
A cylindrical tank is assembled by welding steel sections circumferentially. Tank diameter is 1.5 m, thick- ness is 20 mm, and internal pressure is 2.0 MPa. The maximum stress in the heads of the tank is approximately:



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14
A cylindrical tank is assembled by welding steel sections circumferentially. Tank diameter is 1.5 m, thickness is 20 mm, and internal pressure is 2.0 MPa. The maximum shear stress in the cylindrical part of the
tank is approximately:




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15
A cylindrical tank is assembled by welding steel sections circumferentially. Tank diameter is 1.5 m, thick- ness is 20 mm, and internal pressure is
maximum tensile stress in the cylindrical part of the tank
Is approximately:


Is approximately:


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