General Mechanical

General Mechanical

Apply force (as tabular) using APDL Command SFE

    • DESOJIB
      Subscriber

      Hi all,


       I am trying to apply Force on a surface in Harmonic Response Simulation. Force is in Tabular form having Real and Imaginary component in x,y,z direction and diffrent frequency. shown as below.


       can any body help how can i apply this force on a surface using SFE command. I have converted 3D elements on Surface in 2D 156 Elements. here is my APDL script


       /PREP7


      et,101,154


      cmsel,s,face


      type,101


      ESURF


      allsel,all


       /com,*********** Define Force Using Surface Effect Elements ***********


      local,12,0,0.,0.,0.,0.,0.,0.


      csys,0


      et,101,154


       esel,s,type,,101


       


      keyop,101,7,1                ! Use original area so load is constant in large deformation


      keyop,101,11,2              ! Use real and not project area


      esel,all


       /com,****************************************************


      /com,******************* SOLVE FOR LS 1 ****************


        


      *DIM,x,TABLE,2,1,1,FREQ,


      ! Frequency values


      x(1,0,1) = 0.


      x(2,0,1) = 200.


      ! Load values


      x(1,1,1) = 0.


      x(2,1,1) = 10.


       


      *DIM,xi,TABLE,2,1,1,FREQ,


      ! Frequency values


      xi(1,0,1) = 0.


      xi(2,0,1) = 200


      ! Load values


      xi(1,1,1) = 0.


      xi(2,1,1) = 0.507098511632205 


      esel,s,type,,101


      nsle


      /SOLU


      sfe,all,,pres,1,%x%,


      sfe,all,,pres,2,%xi%


      /NERR,999999


       


       


       There i am getting error :


       


      *** ERROR ***                           CP =       0.938   TIME= 14:56:00


       There are no degrees of freedom active.                                

       *** ERROR ***                           CP =       1.094   TIME= 14:56:00
       There are no degrees of freedom active.                                

       *** ERROR ***                           CP =       1.094   TIME= 14:56:00
       There are no degrees of freedom active.                                

       *** ERROR ***                           CP =       1.094   TIME= 14:56:00
       There are no degrees of freedom active.                                

       *** ERROR ***                           CP =       1.094   TIME= 14:56:00
       There are no degrees of freedom active.                                

       *** ERROR ***                           CP =       1.094   TIME= 14:56:00
       There are no degrees of freedom active.            


       


       


       


      Regards,


      Bhavin


       

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