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Thin walled pressure vessel with added forces |
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| Jun11-11, 09:43 PM | #1 |
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Thin walled pressure vessel with added forces
1. The problem statement, all variables and given/known data
Hi, this is my first time posting so I hope you can see the attachment. 2. Relevant equations Hoop stress = pr/t Longitudinal stress = pr/2t 3. The attempt at a solution I am stuck on part a), afterwards I think I should be fine. I am guessing you can "add" axial stresses induced by the 30kN force...but I'm not sure? In this case I have: Circumferential stress = pr/t = 26.25MPa [Tension] Longitudinal stress = pr/2t - 2 * (F/A) = -285.29Mpa. [compression] The longitudinal stress is large which leads me to believe I have done something wrong. Any help or clarification would be greatly appreciated. |
| Jun12-11, 01:10 PM | #2 |
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Hi hideki, welcome to PF!
Your reasoning about superposing the stress from the 30 kN force is fine. But your calculations need checking. Where did the factor of 2 come from? What is the cross-sectional area of the material under stress in the cylindrical part of the vessel? |
| Jun12-11, 09:19 PM | #3 |
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Hi Mapes, thankyou for your reply.
I used a factor of two because there are two forces on each side of the cylinder. I guessed the cross sectional area was pi * (.14^2)...but this is probably incorrect because the end of the cylinder is curved and not a flat surface. |
| Jun12-11, 10:51 PM | #4 |
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Recognitions:
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Thin walled pressure vessel with added forces
hideki: Both concepts in post 3 are incorrect. Try again. As Mapes mentioned, check your second calculation in post 1.
Your circumferential stress in post 1 is correct. Always leave a space between a numeric value and its following unit symbol. E.g., 26.25 MPa, not 26.25MPa. See the international standard for writing units (ISO 31-0). Also, it is spelled MPa, not Mpa. Do not worry about the stress in the elliptical end caps, for now. Compute the stress in the cylindrical portion of the pressure vessel. |
| Jun13-11, 12:15 AM | #5 |
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Hi nvn, thanks for your reply.
So the longitudinal stress due to the pressure is: longitudinal stress = pr/2t = 13.125 MPa [Tension] and the longitudinal stress due to the forces is: longutdinal stress = F/A = (30*10^3)/(pi*.14^2) = 0.487 MPa [Compression] Is that true? |
| Jun13-11, 01:12 AM | #6 |
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Recognitions:
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In calculating the direct axial stress due to the 30 kN force, the stress is developed in the area of the 8 mm tank shell, not the entire cross section of the tank.
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| Jun13-11, 08:40 PM | #7 |
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Sorry I don't understand. What would the area be then?
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| Jun13-11, 08:52 PM | #8 |
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| Jun13-11, 09:14 PM | #9 |
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Would the area be pi(.14^2-.008^2) = .06137 m^2?
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| Jun13-11, 09:15 PM | #10 |
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Then the longitudinal stress would be:
pr/2t - F/A where A is the area from the previous post |
| Jun13-11, 09:22 PM | #11 |
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Image unwrapping the wall of the cylindrical cross-section. You'd get approximately a rectangle with width 8 mm and length equal to the perimeter of the circle, right? |
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