Hello,
I am having trouble with crimping a stent using the Dynamic/Explicit Step ( 2 steps in the model: (1) initial and (2) Dynamic/Explicit). It is aborting or stops running completely, without crimping the stent at all.
I am trying to apply an inward, radial displacement (smooth step 0->1) to the centre of 12 rigid plates (reference point at the centre of the plates), that are ordered in a cylindrical manner.
I am using the general contact method with the following interaction properties: Tangential -> Penalty -> Friction Factor =0.1 and Normal -> Hard. I have also used tie contacts between the cylindrical coordinate centre (RP1) and at some point from the geometry (RP2), where RP2 has an encastre BC.
I have used semi-automatic mass-scaling and have applied mass-scaling to poor-mesh-elements using the minimum time increment specified for the free tetrahedral mesh (seed size 0.1 and element type 3D element).
I have set used the point mass/inertia for the rigid plates: mass of the rigid body to be 1 and the rotational inertia (no diagonal terms) to be 1 also. The reference point is at the centre of the rigid body.
I keep getting the following warnings:
(1) TYPE=BELOW MIN mass scaling will be ignored for mass elements.
(2) TYPE=BELOW MIN mass scaling will be ignored for Rotational elements.
(3) OP=NEW on *CONTACT is ignored when the general contact definition is specified as model data.
(4) The option *boundary type = displacement has been used; check status file between steps for warnings on any jumps prescribed across the steps in displacement values of translational dof. For rotational dof make sure that there are no such jumps. All jumps in displacements across steps are ignored
Any solutions to these warnings would be greatly appreciated!
I am having trouble with crimping a stent using the Dynamic/Explicit Step ( 2 steps in the model: (1) initial and (2) Dynamic/Explicit). It is aborting or stops running completely, without crimping the stent at all.
I am trying to apply an inward, radial displacement (smooth step 0->1) to the centre of 12 rigid plates (reference point at the centre of the plates), that are ordered in a cylindrical manner.
I am using the general contact method with the following interaction properties: Tangential -> Penalty -> Friction Factor =0.1 and Normal -> Hard. I have also used tie contacts between the cylindrical coordinate centre (RP1) and at some point from the geometry (RP2), where RP2 has an encastre BC.
I have used semi-automatic mass-scaling and have applied mass-scaling to poor-mesh-elements using the minimum time increment specified for the free tetrahedral mesh (seed size 0.1 and element type 3D element).
I have set used the point mass/inertia for the rigid plates: mass of the rigid body to be 1 and the rotational inertia (no diagonal terms) to be 1 also. The reference point is at the centre of the rigid body.
I keep getting the following warnings:
(1) TYPE=BELOW MIN mass scaling will be ignored for mass elements.
(2) TYPE=BELOW MIN mass scaling will be ignored for Rotational elements.
(3) OP=NEW on *CONTACT is ignored when the general contact definition is specified as model data.
(4) The option *boundary type = displacement has been used; check status file between steps for warnings on any jumps prescribed across the steps in displacement values of translational dof. For rotational dof make sure that there are no such jumps. All jumps in displacements across steps are ignored
Any solutions to these warnings would be greatly appreciated!
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