Discussion Closed This discussion was created more than 6 months ago and has been closed. To start a new discussion with a link back to this one, click here.
How to calculate stress distribution in a square membrane
Posted 29 juil. 2016, 10:15 UTC−4 1 Reply
Please login with a confirmed email address before reporting spam
Hello,
I'm trying to simulate what the stress distribution is in a silicon nitride square membrane when it is under tension. We know from experiments that when a membrane is under tension, the center will rearrange its molecules slightly to release some of this energy. So one would image a Gaussian-like distribution, where the edges are most under stress. I'm trying to mimic this experiment in COMSOL.
The nodes that I use are (besides the standard ones from the structural mechanics module):
-Initial Stress and Strain:
Where I put 0.9[GPa] of pressure in the in-plane directions. (the first two diagonals in the tensor)
-Fixed Boundaries:
All four boundaries are fixed.
And the study I use is stationary, where I have tried both with and without geometric non-linearity. I have also tried this using the membrane module.
The problem is that when I press compute, I get a uniform stress distribution. This clearly does not make sense, but I think it's an issue of me not understanding which nodes I should apply for COMSOL to understand what I'm trying to calculate. Could anyone tell me what I should change in the boundary conditions? I attached the file so anyone can tinker with it.
Kind regards,
Martijn
I'm trying to simulate what the stress distribution is in a silicon nitride square membrane when it is under tension. We know from experiments that when a membrane is under tension, the center will rearrange its molecules slightly to release some of this energy. So one would image a Gaussian-like distribution, where the edges are most under stress. I'm trying to mimic this experiment in COMSOL.
The nodes that I use are (besides the standard ones from the structural mechanics module):
-Initial Stress and Strain:
Where I put 0.9[GPa] of pressure in the in-plane directions. (the first two diagonals in the tensor)
-Fixed Boundaries:
All four boundaries are fixed.
And the study I use is stationary, where I have tried both with and without geometric non-linearity. I have also tried this using the membrane module.
The problem is that when I press compute, I get a uniform stress distribution. This clearly does not make sense, but I think it's an issue of me not understanding which nodes I should apply for COMSOL to understand what I'm trying to calculate. Could anyone tell me what I should change in the boundary conditions? I attached the file so anyone can tinker with it.
Kind regards,
Martijn
Attachments:
1 Reply Last Post 1 août 2016, 07:05 UTC−4
Please login with a confirmed email address before reporting spam
Posted:
8 years ago
Dear Martijn Cohen,
I suggest you address your post directly to: support@comsol.com
Best,
François Mandias
I suggest you address your post directly to: support@comsol.com
Best,
François Mandias