I have made some adjustment but still can’t catch the convergence. The solution now looks like this. Seems like the contact still not behaving wright.
Please see image below and initial input for this.
** Physical constants ++++++++++++++++++++++++++++++++++++++
**
**
** Materials +++++++++++++++++++++++++++++++++++++++++++++++
**
*Material, Name=Alu
*Elastic
70000, 0.33
*Density
2.7E-09
*Material, Name=Steel
*Elastic
210000, 0.3
*Density
7.8E-09
**
** Sections ++++++++++++++++++++++++++++++++++++++++++++++++
**
*Solid section, Elset=Internal_Selection-1_Solid_Section-1, Material=Alu
*Solid section, Elset=Internal_Selection-1_Solid_Section-2, Material=Steel
**
** Pre-tension sections ++++++++++++++++++++++++++++++++++++
**
**
** Constraints +++++++++++++++++++++++++++++++++++++++++++++
**
*Rigid body, Nset=Internal-1_Load, Ref node=164587, Rot node=164588
*Tie, Name=Tie-1, Position tolerance=1
Bolt1, Ground2
**
** Surface interactions ++++++++++++++++++++++++++++++++++++
**
*Surface interaction, Name=Surface_Interaction-1
*Surface behavior, Pressure-overclosure=Hard
*Surface interaction, Name=Surface_Interaction-2
*Surface behavior, Pressure-overclosure=Tied
10000000
*Friction
1
**
** Contact pairs +++++++++++++++++++++++++++++++++++++++++++
**
*Contact pair, Interaction=Surface_Interaction-1, Type=Surface to surface, Adjust=0.1
Internal_Selection-1_Ground1_Slave, Internal_Selection-1_Ground1_Master
*Contact pair, Interaction=Surface_Interaction-2, Type=Surface to surface, Adjust=0.5
Internal_Selection-1_Washer_Slave, Internal_Selection-1_Washer_Master
*Contact pair, Interaction=Surface_Interaction-2, Type=Surface to surface, Adjust=0.5
Internal_Selection-1_Bolt1_Slave, Internal_Selection-1_Bolt1_Master
**
** Amplitudes ++++++++++++++++++++++++++++++++++++++++++++++
**
**
** Initial conditions ++++++++++++++++++++++++++++++++++++++
**
**
** Steps +++++++++++++++++++++++++++++++++++++++++++++++++++
**
**
** Step-1 ++++++++++++++++++++++++++++++++++++++++++++++++++
**
*Step, Inc=50
*Static
0.01, 1, 1E-05, 1E+30
**
** Output frequency ++++++++++++++++++++++++++++++++++++++++
**
*Output, Frequency=1
**
** Boundary conditions +++++++++++++++++++++++++++++++++++++
**
*Boundary, op=New
** Name: Displacement_Rotation-1
*Boundary
164587, 1, 1, 0
** Name: Fixed-1
*Boundary
Internal_Selection-1_Fixed-1, 1, 6, 0
** Name: Displacement_Rotation-2
*Boundary
Internal_Selection-1_Displacement_Rotation-2, 1, 1, 0
** Name: Displacement_Rotation-3
*Boundary
Internal_Selection-1_Displacement_Rotation-3, 1, 1, 0
Internal_Selection-1_Displacement_Rotation-3, 3, 3, 0
**
** Loads +++++++++++++++++++++++++++++++++++++++++++++++++++
**
*Cload, op=New
*Dload, op=New
** Name: Concentrated_Force-1
*Cload
164587, 2, -9000
164587, 3, -5000
**
** Defined fields ++++++++++++++++++++++++++++++++++++++++++
**
**
** History outputs +++++++++++++++++++++++++++++++++++++++++
**
**
** Field outputs +++++++++++++++++++++++++++++++++++++++++++
**
*Node file
RF, U
*El file
S, E, PEEQ, NOE
*Contact file
CDIS, CSTR
**
** End step ++++++++++++++++++++++++++++++++++++++++++++++++
**
*End step
**
** Step-2 ++++++++++++++++++++++++++++++++++++++++++++++++++
**
** Name: Step-2: Deactivated
** Name: CaeModel.FrequencyStep: Deactivated
**
** Boundary conditions +++++++++++++++++++++++++++++++++++++
**
** Name: Displacement_Rotation-1: Deactivated
** Name: Displacement_Rotation-2: Deactivated
** Name: Displacement_Rotation-3: Deactivated
** Name: Displacement_Rotation-4: Deactivated
**
** Loads +++++++++++++++++++++++++++++++++++++++++++++++++++
**
**
** Defined fields ++++++++++++++++++++++++++++++++++++++++++
**
**
** History outputs +++++++++++++++++++++++++++++++++++++++++
**
**
** Field outputs +++++++++++++++++++++++++++++++++++++++++++
**
** Name: NF-Output-1: Deactivated
** Name: EF-Output-1: Deactivated
**
** End step ++++++++++++++++++++++++++++++++++++++++++++++++
**
** Name: Step-2: Deactivated