What is the optimal shape of a membrane on a rectangle under pressure?

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Homework Help Overview

The discussion revolves around the optimal shape of a membrane under pressure within a rectangular frame, where the sides along the x-axis can deform but not stretch, while the y-axis sides are rigid. The original poster seeks to understand the shape of the membrane when subjected to an internal pressure greater than the external pressure, specifically looking for a mathematical description and proof of the shape.

Discussion Character

  • Exploratory, Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • Participants explore the relationship between the membrane's deformation and the pressures involved, questioning how to derive the shape mathematically. Some suggest that the problem may relate to the deflection of beams under uniform load, while others highlight the complexity of solving biharmonic equations for rectangular membranes.

Discussion Status

The discussion is ongoing, with participants providing insights into the challenges of the problem, including the need for clarity on the material properties and boundary conditions. There is recognition of the complexity involved in analyzing the membrane's behavior, with references to both theoretical and practical approaches in the field.

Contextual Notes

Participants note potential confusion regarding the terminology used, such as the distinction between membranes and plates, and the implications of the geometry and material properties on the analysis. There is also mention of the limitations of applying beam theory to membrane problems.

  • #61
skrat said:
Hi,

I am so sorry to start this topic again but I have a lack of physics knowledge to answer the following question:

What if the vertical plates wouldn't have the same dimensions? Let's say that the left plate is ##h+\Delta h## while the right plate is only ##h## high.

My understanding is that the membrane would still remain in circular shape, only the angles ##\varphi _0## are not the same any more on the left and on the right plat where the membrane is attached to the plate. If my understanding is wrong than on the right plate ##\varphi _0\rightarrow \varphi_0+arctan(\frac{\Delta h}{w})## if ##w## is the distance between the vertical plates, while on the left plate ##\varphi _0\rightarrow \varphi_0-arctan(\frac{\Delta h}{w})##.

Makes sense or not?
You have the right idea, but it's a little more complicated than this. For unequal plates, you have to recognize that φ is not going to be zero half-way between the plates. So, you will have φleft at the left plate and φright at the right plate. You need to satisfy a force balance on each of the plates individually. Together with the circular shape for the membrane, this will enable you to determine these values of φ at the plates and the equilibrium distance between the plates.

Chet
 
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  • #62
By ##\varphi _{left}## you mean ##\varphi_{left}=\varphi _0 - arctan(\frac{\Delta h}{h})## or is even that not that simple?
 
  • #63
skrat said:
By ##\varphi _{left}## you mean ##\varphi_{left}=\varphi _0 - arctan(\frac{\Delta h}{h})## or is even that not that simple?
No. What I mean is that φleft is the value of φ at the left boundary s = -s0, such that
$$φ_{right}=φ_{left}+\frac{p}{T}(2s_0)$$
Chet
 
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  • #64
Now you got me confused. You said I should solve the ballance equation for each plate individually, so $$\frac{\cos \varphi_{\text{left}}}{\varphi_{\text{left}}}=\frac{1}{2s_0p}(p(h+\Delta h)+{f}')$$ for the left plate and $$\frac{\cos \varphi_{\text{right}}}{\varphi_{\text{right}}}=\frac{1}{2s_0p}(ph+f)$$ for the right plate where both of the transcendental equations have known parameters and can be numerically solved.
But now you somehow also provided a relation between ##\varphi_{\text{left}}## and ##\varphi_{\text{right}}## and I have no idea where you got this?
 
  • #65
skrat said:
Now you got me confused. You said I should solve the ballance equation for each plate individually, so $$\frac{\cos \varphi_{\text{left}}}{\varphi_{\text{left}}}=\frac{1}{2s_0p}(p(h+\Delta h)+{f}')$$ for the left plate and $$\frac{\cos \varphi_{\text{right}}}{\varphi_{\text{right}}}=\frac{1}{2s_0p}(ph+f)$$ for the right plate where both of the transcendental equations have known parameters and can be numerically solved.
But now you somehow also provided a relation between ##\varphi_{\text{left}}## and ##\varphi_{\text{right}}## and I have no idea where you got this?
We are dealing with a non-symmetric problem here (hleft≠hright). Therefore, we can't simply take the solution for the symmetric case and cobble up a guess for the non-symmetric case and think that we are going to get the right answer. We actually have to redo the problem for the non-symmetric case.

The equation
$$φ_{right}=φ_{left}+\frac{p}{T}(2s_0)\tag{1}$$
follows directly from the equation$$\frac{dφ}{ds}=\frac{p}{T}$$
which we derived in our earlier posts from the differential force balance equation on the membrane. For the non-symmetric case, the force balances on each of the plates are:

$$2T\cos(φ_{left})=ph_{left}\tag{2}$$
$$2T\cos(φ_{right})=ph_{right}\tag{3}$$

Eqns. 1 - 3 provide a set of three non-linear equations in the three unknowns φleft, φright, and p/T. For the non-symmetric case, one needs to solve these three equations to establish the solution.

Eqns. 1 - 3 reduce to the corresponding relationships for the symmetric case when the plate h's are the same. For the symmetric case,
$$φ_{left}=-φ_{right}\tag{symmetric case}$$
so that
$$φ_{right}=-φ_{right}+\frac{p}{T}(2s_0)$$
and
$$φ_{right}=\frac{p}{T}s_0$$
This is the equation we derived earlier in the symmetric development.

Chet
 
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  • #66
A really nice explanation. Thank you.
 

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