Henrik Sönnerlind
COMSOL Employee
Please login with a confirmed email address before reporting spam
Posted:
3 years ago
22 nov 2021, 03:53 GMT-5
Updated:
3 years ago
22 nov 2021, 03:53 GMT-5
In the weak contribution, one term is . This means that must adapt so that the thickness direction stress is zero (in the weak sense).
-------------------
Henrik Sönnerlind
COMSOL
In the weak contribution, one term is \sigma_z \cdot \mathrm{test}(\epsilon_z) . This means that \epsilon_z must adapt so that the thickness direction stress is zero (in the weak sense).
Please login with a confirmed email address before reporting spam
Posted:
3 years ago
23 nov 2021, 05:21 GMT-5
That's what I expected but I never saw this in equation view in any version higher than 5, why?
That's what I expected but I never saw this in equation view in any version higher than 5, why?
Please login with a confirmed email address before reporting spam
Posted:
3 years ago
8 dic 2021, 03:13 GMT-5
When plane stress is chosen, there seems to be no constraint on the z stress in its strong or weak form, why?
When plane stress is chosen, there seems to be no constraint on the z stress in its strong or weak form, why?
Henrik Sönnerlind
COMSOL Employee
Please login with a confirmed email address before reporting spam
Posted:
3 years ago
9 dic 2021, 08:35 GMT-5
The weak equation reads:
(-solid.Sl11*test(solid.el11)-2*solid.Sl12*test(solid.el12)-2*solid.Sl13*test(solid.el13)-solid.Sl22*test(solid.el22)-2*solid.Sl23*test(solid.el23)-solid.Sl33*test(solid.el33))*solid.d
Now, if you look in Equation View, you will find that solid.el33 is equal to the auxiliary degree of freedom wZ, representing the strain in the transverse direction. This DOF will then be adjusted so that the transverse stress solid.Sl33 is forced to be zero (in a weak sense).
-------------------
Henrik Sönnerlind
COMSOL
The weak equation reads:
(-solid.Sl11\*test(solid.el11)-2\*solid.Sl12\*test(solid.el12)-2\*solid.Sl13\*test(solid.el13)-solid.Sl22\*test(solid.el22)-2\*solid.Sl23\*test(solid.el23)-solid.Sl33\*test(solid.el33))\*solid.d
Now, if you look in *Equation View*, you will find that solid.el33 is equal to the auxiliary degree of freedom wZ, representing the strain in the transverse direction. This DOF will then be adjusted so that the transverse stress solid.Sl33 is forced to be zero (in a weak sense).
Please login with a confirmed email address before reporting spam
Posted:
3 years ago
20 dic 2021, 03:52 GMT-5
Updated:
3 years ago
20 dic 2021, 03:52 GMT-5
Thank you very much Dr Sönnerlind.
Thank you very much Dr Sönnerlind.