COMSOL Forums: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/
Most recent forum messagesSun, 17 Aug 2014 23:56:27 +0000COMSOL Forums: Maxwell stress tensor integrationhttp://www.comsol.com/shared/images/logos/comsol_logo.gif
http://www.comsol.com/community/forums/general/thread/5840/
Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p123155
Hi ,X<br />
<br />
Have you gotten the answer?<br />
Do you know how to calculate the Maxwell stress tensor in MATLAB? I have no any idea ...<br />
<br />
Do you have any referrences ?<br />
<br />
Thanks !Sun, 17 Aug 2014 23:56:27 +00005840.1408319787.123155Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p120789
Hi soheila ,I have the same problem with you .Have you get the answer?<br />
could anyone help me?<br />
<br />
Best Regards !Mon, 30 Jun 2014 06:50:50 +00005840.1404111050.120789Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p94673
Hi everyone,<br />
<br />
I am going to derive DEP forces over an spherical particle by using Maxwell stress tensor but I have no idea about integration of maxwell stress tensor. could anyone help me?<br />
<br />
Best,Mon, 28 Jan 2013 12:26:33 +00005840.1359375993.94673Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p93506
Hi,<br />
<br />
I have been experiencing similar difficulties in Maxwell Stress Tensor Integration. I am simulating the force on a conductive droplet (statically modelled as a solid) in air between two plates at multiple positions (digital microfluidics) and am investigating the horizontal component of the force. I notice some numerical noise in my Force Vs Position graphs (I know analytically that there should not be). It took Ivar's tip and created a uniform swept quad mesh along my surface of interest to help reduce the noise and am using a very fine element setting (~150 000 elements) but the noise only slightly decreases with an increase in element size.<br />
<br />
I believe the issue is because the Z component of my force is very large compared to the X component (100x difference). However, I am only interested in the X component and am thinking that this could be creating numerical issues.<br />
<br />
Any help on dealing with Z >> X issue would be greatly appreciated and I will make sure to inform the group of my findings as this seems to be a hot topic. I have also tried using both the Force Calculation Node, and manually integrating the X components of the stress tensor over the surface but both have the numerical noise (I am not completely confident that I have done the manual surface integral correctly however).<br />
<br />
Happy New Year!!!Thu, 10 Jan 2013 21:58:22 +00005840.1357855102.93506Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p93376
<br />
Hi,Ivar Kjelberg:<br />
<br />
I built a 2D micro-ring resonator model which stated in one publicated paper.<br />
<br />
I check all the parameters I set are same as the paper mentioned. But the problem is , even in the ring, no field distributed. But when I further decrease the gap from 540nm-100nm, it occurs. however the extracted S21 is unphysical, I can not get series resonance spectrum.<br />
<br />
I attached my mph file. Do someone can help me to find the reason.<br />
<br />
Anyhelp is highly appreciated.Wed, 09 Jan 2013 07:10:18 +00005840.1357715418.93376Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p93312
Hi,<br />
<br />
I have a couple of questions related to the Maxwell stress tensor:<br />
<br />
1. What is the difference between the upward and the downward stress tensor? Is it the stress tensor evaluated just outside and inside a boundary? I didn't find these definitions in the reference guide.<br />
<br />
2. Is it possible to evaluate the stress tensor inside a material (i.e. not on a boundary)? Or is that only possible by calculating it manually (in MATLAB) by exporting all the fields?<br />
<br />
Thanks!Tue, 08 Jan 2013 13:26:48 +00005840.1357651608.93312Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p91713
Alisha,<br />
<br />
keep also in mind that Point charges give a slightly mesh-dependent electric potential as well. You might want to try with equivalent spherically-symmetric charge distributions if you desire a more accurate result.<br />
<br />
--<br />
Andrea Ferrario<br />
Electromagnetics Group<br />
COMSOL ABWed, 05 Dec 2012 14:51:47 +00005840.1354719107.91713Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p91677
Hi<br />
<br />
Maxwell tensor integration is tricky and very mesh dependent. <br />
<br />
One thing to try is to cut your sphere in two, symmetrically and copy-mirror the mesh to have exactly the same mesh on both sides (but I'm not sure this was implemented in v4.0 ;)<br />
<br />
On the other side with such a symmetric model its even better to consider only 1/2 and mirror / anti mirror the physics as required<br />
<br />
--<br />
Good luck<br />
IvarWed, 05 Dec 2012 05:31:39 +00005840.1354685499.91677Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p91647
Hi Ivar,<br />
<br />
The sphere is a good suggestion, I don't know why I didn't think of that. With a spherical system and some finer meshing, I get values closer to what I except. However, there are still two issues: (1) the up/down integrations are slightly different, as you mention and (2) the solution does not get more accurate as I decrease mesh size. Instead, there seems to be a "sweet spot." That's not a problem in this example since I can check the integration over the "right" answer, but I obviously want to extend this to problems I don't know the answer to. Do you have any more suggestions regarding the mesh? You mentioned symmetry, although the default mesh does look symmetric, since it's a symmetric geometry.<br />
<br />
Regarding infinite elements, I did try that as well, although I've never used those before so this is just a guess at how to set it up. The results look even more mysterious, however...<br />
<br />
Thanks again for your help and for your extremely quick response.<br />
<br />
Regards,<br />
AlishaTue, 04 Dec 2012 21:35:29 +00005840.1354656929.91647Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p91641
Hi<br />
<br />
one guess, you "box" is still influencing the filed lines, why not try a sphere ? And perhaps some INF domains<br />
<br />
And get a dense symmetric mesh, if you compare the up and down Tex values they are rather different, but in your symmetric model I believe they should be identical<br />
<br />
Also read carefully the entries in the knowledge base on flux calculation and Maxwell tensor integration<br />
<br />
--<br />
Good luck<br />
IvarTue, 04 Dec 2012 19:57:35 +00005840.1354651055.91641Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p91632
Hi everyone,<br />
<br />
I realize this is an old thread but I am now trying to do some Maxwell stress tensor calculations in COMSOL 4.3 and I am wondering if anyone knows if these issues still arise. As a simple test case, I've modeled two point charges and I'm trying to integrate to find the force one exerts on the other. For two charges +/- q, separated by a distance 2d, one can find an analytical solution for the force on a hypothetical cube surrounding one of the charges. That should be <br />
<br />
integral(T n)dA=-q^2/(4*pi*eps0)/(2d)^2 <br />
(<a href="http://dl.dropbox.com/u/3102425/maxwell.png" title="dl.dropbox.com/u/3102425/maxwell.png">dl.dropbox.com/u/3102425/maxwell.png</a>)<br />
<br />
For my model, I have q=1e-10 C and d=1um. The resultant force should then be about 22N<br />
<br />
However, when I calculate the integral of the M.S.T. in post processing, I get values between ~40N and >100N, depending on my mesh size. Does anyone have any insight into why this might be?<br />
<br />
Thanks,<br />
AlishaTue, 04 Dec 2012 19:12:57 +00005840.1354648377.91632Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p56077
I guess the air is necessary by adding moving mesh if you want to see the displacement. To inactive air means to delete it here?Thu, 14 Jul 2011 16:23:06 +00005840.1310660586.56077Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p24043
Hi<br />
<br />
the Maxwell stress tensor integration is very sensitive to mesh to gradient ratis, you need a rather fine and if possible regular mesh t get low errors, one should also look at the local values and its fluctuations, not only the integrated final value, as this gives a clue on the accuracy of the tensor derivation.<br />
<br />
Have you tested the results with different mesh densities, or looked at an arrow plot ofthe maxwell stress tensors ? Do it with a raw mesh overlay, so you see the true raw wireframe mesh grid density and not the "smoothed" views<br />
<br />
--<br />
Good luck<br />
IvarFri, 10 Sep 2010 06:42:11 +00005840.1284100931.24043Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p23915
James,<br />
I'm not sure if I completely understand your problem, but from what I've noticed (and have been informed by COMSOL support), much of the Maxwell Stress Tensor contribution occurs on the bottom-portion of the plate.<br />
<br />
For instance, if you constrain the bottom plate, and allow the top plate to fluctuate, stress placed at the bottom portion of the top plate will contribute more to the deflection than the upper portion of the plate.<br />
<br />
Again, I'm not sure if I understood you, but this has been my experience. Hope that bit helps somewhat!<br />
<br />
<br />
<br />
Thu, 09 Sep 2010 02:39:55 +00005840.1283999995.23915Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p23912
I am running into the same problem- the Maxwell stress tensor has a different value for top and bottom plates. This is for the most simplified case of a parallel plate capacitor, so I am quite surprised to see this result. I have air surrounding both plates and refined the mesh. Can you offer any suggestions as to why this might happen?<br />
<br />
Read more: Maxwell stress tensor integration - COMSOL <a href="http://www.comsol.com/community/forums/general/thread/5840/#ixzz0z0HSrpPk" title="www.comsol.com/community/forums/general/thread/5840/#ixzz0z0HSrpPk">www.comsol.com/community/forum...ral/thread/5840/#ixzz0z0HSrpPk</a><br />
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__________________<br />
<a href="http://moviesonlineworld.com" title="moviesonlineworld.com">moviesonlineworld.com</a>Thu, 09 Sep 2010 02:31:47 +00005840.1283999507.23912Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p23030
Hi Ivar,<br />
Thanks for your insight, now I understand what I did wrong on the boundry - subdomain transfer. If that is the case, what is the best way that I could put a localised load within the subdomain rather than through the boundary. I tried to search whether anybody have done this before, but it seem that from my understanding, the force need to be inserted through 1st principle. Any way, that we could transfer the localised force between the air-solid boundary to the solid domain directly?<br />
<br />
I have recheck my example on the loudspeaker but it seems that they do not use any moving mesh in that sense, so I presume it is a bit different to me then. <br />
<br />
Still searching for a suitable way. Anyway thanks for you help again Ivar. <br />
<br />
SyamsulThu, 26 Aug 2010 15:43:45 +00005840.1282837425.23030Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p23020
Hi<br />
<br />
the maxwell stress tensor is only defined on the material - air boundary so it applies to the boundary, and is "tranported" to the domain via the structural model.<br />
<br />
Note that if you integrate the value first you get an average value that you distribute, and not the detailed local value, this might change the moments applied<br />
<br />
--<br />
Good luck<br />
IvarThu, 26 Aug 2010 13:17:33 +00005840.1282828653.23020Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p23003
Hi there,<br />
Talking about Maxwell tensor, anybody know how I could transfer the maxwell tensor from the boundry layer to the subdomain. <br />
<br />
The main reason is I need to couple the physics of acoutics and stuctural and it seem that from the loudspeaker example they use the sub-domain as the loading to the system, and have the acoustics/stuctural coupled through acceleration and pressure.<br />
<br />
The main thing here is, I have the electrostatic force FES - Fes_nTx_emes or Fes_nTr_emes for axial symm for my force, but the tensor in mainly for the boundry. How do we transfer them to the subdomain. <br />
<br />
Currently, I am using the boundry integration to get the full results and multiply by area and divide by volume. That does not seem to get the results I expected. <br />
<br />
Anybody, have performed a good tranfer for the force. <br />
<br />
Or should I go though to the first principle and enter F = 0.5 * Epsilon * V^2 * A / g^2 directly to the force, and will that work? <br />
Thu, 26 Aug 2010 12:06:33 +00005840.1282824393.23003Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p19586
Hi David,<br />
<br />
Thank you very much for your reply.<br />
<br />
I am interested in the behavior of the beam after it collapses. Practically it is seen that past pull-in voltage and collapse the cantilever beams tend to flatten on the bottom surface and then bends upwards.<br />
<br />
Here's what I did with the simulation. I put a thin layer ( 1 um) of insulating Silica glass above the grounded bottom pad. So when the beam collapses past pull in voltage the electrical potential induced cantilever beam doesn't come in contact with the ground. This kind of worked as it was able to calculate past pull-in voltage showing huge displacement of the beam ( which is impossible, as it showed deflection (20um) past the gap (4um).)<br />
<br />
Next I introduced a contact pair, where the top surface of the silica glass and bottom surface of the beam ( V induced) are the destination and source pair. This simulation result could calculate up to contact point showing 4um displacement exactly but not beyond that. It may be due to defining the contact pair's manual scaling options. So we'll have to play a little bit to find the suitable values of manual scaling for each variable. <br />
<br />
Thu, 15 Jul 2010 16:57:43 +00005840.1279213063.19586Re: Maxwell stress tensor integration
http://www.comsol.com/community/forums/general/thread/5840/#p19436
Andre,<br />
<br />
I don't know if this helps much, but I had a trouble with my Fes.nTx.emes force from the electrostatic domain in my model.<br />
<br />
It turned out for me that the placement of the force on the boundary was not fully correct. I added my Fes force to both the top and bottom of the membrane, and things worked out for me. Let me know if this seems right for you..Wed, 14 Jul 2010 13:38:07 +00005840.1279114687.19436