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.
thermal stress resulting from fabrication process
Posted 07.04.2015, 17:00 GMT-4 Version 5.0 1 Reply
Please login with a confirmed email address before reporting spam
Hi,
I'm trying to model the thermal stresses post-fabrication. I've followed this model:
www.comsol.com/model/thermal-stresses-in-a-layered-plate-273
My file simulates but I question the validity of the results. There appears to be no stress gradient within the stack at the center of the structure. The only domain which shows considerable variation of stress with location is the surrounding cube and the 2 bottom most domain inside the cube. I'm wondering if the simulation ran properly. It seems like the domains that have a variation of stress with the location are all simulated within the first step of the simulation. I wonder if COMSOL is treating this step differently somehow.
Also I'm wondering if from the example above I should substitute the initial stresses with (for e.g.)
solid.sx solid.sxy solid.sxz
solid.sxy solid. sy solid.syz
solid.sxz solid.syz solid.sz
instead of
solid.sx solid.sxy 0
solid.sxy solid. sy 0
0 0 solid.sz
I don't see why in the example they used the latter instead of the former.
Please help. Thank you.
I'm trying to model the thermal stresses post-fabrication. I've followed this model:
www.comsol.com/model/thermal-stresses-in-a-layered-plate-273
My file simulates but I question the validity of the results. There appears to be no stress gradient within the stack at the center of the structure. The only domain which shows considerable variation of stress with location is the surrounding cube and the 2 bottom most domain inside the cube. I'm wondering if the simulation ran properly. It seems like the domains that have a variation of stress with the location are all simulated within the first step of the simulation. I wonder if COMSOL is treating this step differently somehow.
Also I'm wondering if from the example above I should substitute the initial stresses with (for e.g.)
solid.sx solid.sxy solid.sxz
solid.sxy solid. sy solid.syz
solid.sxz solid.syz solid.sz
instead of
solid.sx solid.sxy 0
solid.sxy solid. sy 0
0 0 solid.sz
I don't see why in the example they used the latter instead of the former.
Please help. Thank you.
Attachments:
1 Reply Last Post 08.04.2015, 02:50 GMT-4