Young's Modulus and the strain on a sphere due to a uniform pressure

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SUMMARY

The discussion centers on calculating the change in radius and resistance of a thin spherical shell, such as a beach ball, under uniform internal pressure. Alex correctly identifies the stress equation as σ = Pr/2h, where P is pressure, r is radius, and h is thickness. The challenge lies in applying Hooke's Law and Young's Modulus to derive the relationship between radial expansion and surface area expansion. The conversation emphasizes the need to use the circumference for small expansions and acknowledges the linear relationship between linear, surface, and volumetric strains.

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  • Understanding of Young's Modulus (E) and its application in stress-strain relationships
  • Familiarity with Hooke's Law and its mathematical formulation
  • Knowledge of basic geometric properties of spheres, including surface area and volume
  • Concept of strain and its calculation in materials under stress
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  • Study the application of Young's Modulus in spherical geometries
  • Research the derivation of stress and strain equations for thin-walled structures
  • Explore the relationship between linear, surface, and volumetric strains in materials
  • Learn about differential calculus applications in geometric expansions
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Students and professionals in materials science, mechanical engineering, and physics who are interested in understanding the mechanical behavior of spherical shells under pressure.

alex62089
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If I have thin shell like a beach ball inflated with air how would I calculate the change in radius and resistance there of due to the pressure inside the sphere? I have calculated the strain on the sphere to be Pr/2h where P=pressure r=radius h= thickness by cutting the sphere in half and assuming that the pressure over the area pi r^2 = the tension in the shell on this plane (2pir(sigma)) so sigma=Pr/2h. I have tried to use this and various stress strain equations, including the young's modulus equation to calculate the change in radius or surfacearea but so far have failed to do so correctly. My biggest problem is in turing this otherwise linear set of equations into ones that work over an area. Could you please verify my strain equation and help me finish my calculations.

Thank you in advance,
-Alex
 
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Your stress equation, \sigma_{\theta} = \sigma _{\phi} = pr/2h is correct.

Next, how did you write out the Hooke's law relation?

And how do you know your answer is wrong?
 
Stress(sigma)=Young's Modulus(E) * Strain(epsilon or change in length/initial length)

That's what I used and I think that It's wrong because it seems to imply a linear relationship between radial expansion and surface area expansion but intuitively this doesn't seem to be the case. I have tried using dA as the square of dl and differentiating the formula for the surface area of a sphere but don't know if either is mathematically correct.
 
The length you should be using is the circumference.

For small expansions, you will have a nearly linear relationship between linear, suraface and volumetric strains. Recall, 3\alpha = 2\beta = \gamma
 

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