Ivar KJELBERG
COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
Please login with a confirmed email address before reporting spam
Posted:
1 decade ago
2010年12月17日 GMT-5 10:50
Hi
are you in 2D ? if o you must understand that COMSOl is working in 3D and the third direction "z" out of the plane is by default set to 1[m] but you can redefine this value. Like this your 2D view including this thickness value gives you a true 3D representation and COMSOl can resolve it correctly.
--
Good luck
Ivar
Hi
are you in 2D ? if o you must understand that COMSOl is working in 3D and the third direction "z" out of the plane is by default set to 1[m] but you can redefine this value. Like this your 2D view including this thickness value gives you a true 3D representation and COMSOl can resolve it correctly.
--
Good luck
Ivar
Please login with a confirmed email address before reporting spam
Posted:
1 decade ago
2010年12月17日 GMT-5 11:04
Thank you, for the reponse.
Quim
Thank you, for the reponse.
Quim
Please login with a confirmed email address before reporting spam
Posted:
8 years ago
2017年2月28日 GMT-5 00:01
hi i have some question about plane stress condition.
i'm in 2D rectangle model 10mm*80um and thickness is 2.5mm,
some answer in forum say that 'z' direction is 'out-of-plane' direction.
but in my model i think 'out-of-plane' direction is 'y' direction.
what i wonder is that comsol fixed out-of-plane direction as z-direction in 2D
please answer about my question.
hi i have some question about plane stress condition.
i'm in 2D rectangle model 10mm*80um and thickness is 2.5mm,
some answer in forum say that 'z' direction is 'out-of-plane' direction.
but in my model i think 'out-of-plane' direction is 'y' direction.
what i wonder is that comsol fixed out-of-plane direction as z-direction in 2D
please answer about my question.
Jeff Hiller
COMSOL Employee
Please login with a confirmed email address before reporting spam
Posted:
8 years ago
2017年2月28日 GMT-5 15:00
Hello Joaquim,
You are correct that in most cases the thickness does not appear in the equations for a plane strain analysis. However, should you want to specify the total force applied to a boundary, the thickness allows the software to convert that total force into the force per-unit-length that matters in such a situation. Along those same lines, the fact that you provide a thickness allows you to specify a body load in terms of the total force, with the software converting that for you into the force per unit area. I believe the thickness also features in the expression for some of the post-processing quantities (such as reaction forces).
The same ideas apply to 2D modeling in other engineering areas. For instance, in a 2D electric currents model, the fact that you supply a thickness allows you to supply the software with the total current at a terminal.
Best,
Jeff
Hello Joaquim,
You are correct that in most cases the thickness does not appear in the equations for a plane strain analysis. However, should you want to specify the total force applied to a boundary, the thickness allows the software to convert that total force into the force per-unit-length that matters in such a situation. Along those same lines, the fact that you provide a thickness allows you to specify a body load in terms of the total force, with the software converting that for you into the force per unit area. I believe the thickness also features in the expression for some of the post-processing quantities (such as reaction forces).
The same ideas apply to 2D modeling in other engineering areas. For instance, in a 2D electric currents model, the fact that you supply a thickness allows you to supply the software with the total current at a terminal.
Best,
Jeff