Problem on Pressure due to Surface tension

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The discussion centers on solving a pressure problem related to surface tension in a balloon, specifically how to equate forces acting on different cross sections. One participant questions the use of factors in their calculations, suggesting that the presence of two surfaces should double the force exerted by surface tension. However, the definitions of ##\sigma_L## and ##\sigma_t## as forces per unit length do not include a factor of two, leading to some confusion. It is clarified that the issue is more about internal stresses in the balloon's material rather than traditional surface tension. Ultimately, consistency in definitions is emphasized as the key to resolving the problem.
phantomvommand
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Homework Statement
Please see the attached image.
Relevant Equations
##\gamma = \frac F L##
##P = \frac F A##
Screenshot 2021-05-11 at 11.26.21 PM.png


The method to solving this is to equate forces along a portion of the balloon through which ##\sigma_L## acts, and another portion through which ##\sigma_t## acts. The former potion should be a circular cross section of the cylinder, while the latter will be a rectangular cross section. You will thus get the following:

Screenshot 2021-05-11 at 11.30.54 PM.png

I did exactly the above, except that instead of having ##2\pi r \sigma_L## and ##2x\sigma_t## on the RHS, I had ##4\pi r \sigma_L## and ##4x\sigma_t##. Am I right on this? Because I think that in either case, there are 2 surfaces (inner surface of balloon and outer surface of balloon), resulting in double the force exerted by surface tension.
 
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In the problem they've defined ##\sigma_L## and ##\sigma_t## as forces per unit length of the boundary between two portions in the longitudinal and hoop directions respectively. With that definition there's no factor of 2. Although you're right to be a little skeptical, because there are indeed two surfaces and usually the longitudinal surface tension ##\gamma_L## for instance would be defined such that e.g. ##\pi r^2 P' = 4\pi r \gamma_L##, i.e. with the factor of two included.

The reason for the ambiguity is that it's not really a surface tension problem. It's really instead internal stresses in the rubber holding the thing together (although there is a strong analogy). For actual surface tension problems, ##\gamma## is defined thermodynamically as ##\gamma = \partial E / \partial A## where ##E## is the interface energy between two phases and ##A## is the total area of the interface between those two phases, and it's important to account for all of the interfaces.

Here it doesn't really matter how you define ##\sigma_L## and ##\sigma_t## just so long as you're consistent because at the end you're taking a ratio. So I wouldn't worry about it too much! :smile:
 
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If have close pipe system with water inside pressurized at P1= 200 000Pa absolute, density 1000kg/m3, wider pipe diameter=2cm, contraction pipe diameter=1.49cm, that is contraction area ratio A1/A2=1.8 a) If water is stationary(pump OFF) and if I drill a hole anywhere at pipe, water will leak out, because pressure(200kPa) inside is higher than atmospheric pressure (101 325Pa). b)If I turn on pump and water start flowing with with v1=10m/s in A1 wider section, from Bernoulli equation I...

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