faciolo86
Guest
Hi guys, I'm modeling a diagonal compression test on a wall panel reinforced with mortar plaster.
use both for masonry and for plastering solid65 with material model concrete and mises multiliear isotropic combined to simual the variation of the elastic module with the increase of deformations. My problems are as follows:
1. being the mortar plaster of 3 cm thick in solution phase gives me warning that solid65 is recommended for regions with relatively low voltage value, but I can not change element type as I need to see fractures on the mortar
2. simultaneously using multilinear isotropic and concrete, at the last substep of the solution gives me the rigid body motion error and going to see the deformed shape I see that in practice I have excessive movements of the mortar out of the plane and I can not prevent it in any way...
Where am I wrong? Any suggestions? Thank you! !
use both for masonry and for plastering solid65 with material model concrete and mises multiliear isotropic combined to simual the variation of the elastic module with the increase of deformations. My problems are as follows:
1. being the mortar plaster of 3 cm thick in solution phase gives me warning that solid65 is recommended for regions with relatively low voltage value, but I can not change element type as I need to see fractures on the mortar
2. simultaneously using multilinear isotropic and concrete, at the last substep of the solution gives me the rigid body motion error and going to see the deformed shape I see that in practice I have excessive movements of the mortar out of the plane and I can not prevent it in any way...
Where am I wrong? Any suggestions? Thank you! !