|	Remember to set the directory 
*open_model C:\Users\manto\documents\201819_esami\paom\20190523_paom_lab\upload\mesh_geom_mat_link.mud
*save_as_model C:\Users\manto\documents\201819_esami\paom\20190523_paom_lab\upload\6_freq_fixed_displrotzfree_damping.mud yes
|----------------------------------
| 	MATERIAL START
|----------------------------------
*edit_mater titanium
*mater_option structural:damping:on
*mater_param structural:rayleigh_damping_stiff_mult
0.01
*add_mater_elements
all_existing
|----------------------------------
| 	table damping
|----------------------------------
*new_md_table 1 1
*set_md_table_type 1
frequency
*set_md_table_method_formula
*md_table_formula 1/v1/pi
*table_fit
*mater_param_table structural:rayleigh_damping_stiff_mult
table1
|----------------------------------
| 	MATERIAL FINISH
|----------------------------------
|----------------------------------
| 	BCs START
|----------------------------------
|	Upper extremity FIXED
|----------------------------------
*new_apply 
*apply_type fixed_displacement
*apply_name fixed
*apply_dof x *apply_dof_value x
*apply_dof y *apply_dof_value y
*apply_dof z *apply_dof_value z
*apply_dof rx *apply_dof_value rx
*apply_dof ry *apply_dof_value ry
*apply_dof rz *apply_dof_value rz
*add_apply_nodes
 292
# | End of List
|----------------------------------
|	Bottom extremity rotz_free
|----------------------------------
*new_apply 
*apply_type fixed_displacement
*apply_name displrotz_free
*apply_dof x *apply_dof_value x
*apply_dof y *apply_dof_value y
*apply_dof rx *apply_dof_value rx
*apply_dof ry *apply_dof_value ry
*add_apply_nodes
 291
# | End of List
|----------------------------------
|	Bottom extremity harmonic_dispz
|----------------------------------
*new_apply 
*apply_type harmonic_displacement
*apply_name harmonic_displz
*apply_dof z 
*apply_dof_value z 1
*apply_dofh_value z 0
*add_apply_nodes
 291
# | End of List
|----------------------------------
| 	BCs FINISH
|----------------------------------
|----------------------------------
|	LOADCASES START: 
|   Frequency responce with damping
|----------------------------------
*new_loadcase 
*loadcase_type struc:dyn_harmo
*loadcase_name lcase6_freq
*loadcase_value low
10
*loadcase_value high
1000
*loadcase_value nfreq 991
*add_loadcase_loads fixed
*add_loadcase_loads displrotz_free
*add_loadcase_loads harmonic_displz
|----------------------------------
|	JOBS START
|----------------------------------
*new_job 
*job_class structural
*job_name job6
*add_job_loadcases lcase6_freq
*add_job_applys fixed
*add_job_applys displrotz_free
*job_option cdamping:on
*post_eq_all_layers stress
*add_post_tensor ha_stress_r
*add_post_tensor ha_stress_i
*post_eq_all_layers ha_stress_r
*post_eq_all_layers ha_stress_i
*post_eq_max_min_layers von_mises
*post_eq_max_min_layers eha_stress_r
*post_eq_max_min_layers eha_stress_i
*job_option nod_quantities:manual
*add_post_nodal_quantity Displacement
*add_post_nodal_quantity Rotation
*add_post_nodal_quantity Ext_Force
*add_post_nodal_quantity Ext_Moment
*add_post_nodal_quantity Rea_Force
*add_post_nodal_quantity Rea_Moment
*add_post_nodal_quantity Ty_Force
*add_post_nodal_quantity Ty_Moment
|---------------------------------------
|	Components of stress occuring in the 
|   coil modelled by 1D elements
|---------------------------------------
*add_post_var bm_orient
*add_post_var bm_axi_for
*add_post_var bm_bnd_mom_x
*add_post_var bm_bnd_mom_y
*add_post_var bm_shr_for_x
*add_post_var bm_shr_for_y
*add_post_var bm_tor_mom
*post_eq_all_layers bm_orient
*post_eq_all_layers bm_axi_for
*post_eq_all_layers bm_bnd_mom_x
*post_eq_all_layers bm_bnd_mom_y
*post_eq_all_layers bm_orient
*post_eq_all_layers bm_shr_for_x
*post_eq_all_layers bm_shr_for_y
*post_eq_all_layers bm_tor_mom
*element_type 14
|----------------------------------
|	JOBS FINISH
|----------------------------------
*check_job
*update_job
*save_model
*submit_job 1
*monitor_job
|----------------------------------
|	RESULTS START
|----------------------------------
| Remember to define the directory
|----------------------------------
*post_open_default
*post_rewind
*set_deformed both
*set_automag off
*set_defmag 0.1
|----------------------------------
| Frequency responce collection
| Remember to type the first and the last increment to be collected as 0: ...
| The function ALL INCREMENT does not work, and omitting 0: from the hystory collection 
| jeopardized the data collection. 
|----------------------------------
*set_history_locations
n:82
n:146
n:210
# | End of List
*history_collect
0:1
0:991
1
*history_add_location
n:82
n:146
n:210
*history_add_var
Frequency
Displacement Z Magnitude
*history_fit
|-----------------------------------
| Copy and paste directly the data form MARC to the Excel file only for Windows
|-----------------------------------
*copy_to_clipboard
|-----------------------------------
| save the data in a dedicated file .txt
| Remember to set the correct directory
|-----------------------------------
|*history_write C:\Users\manto\documents\201819_esami\paom\20190523_paom_lab\upload\6_frequdamping.txt yes
*post_close
|----------------------------------
|	RESULTS FINISH
|----------------------------------