-
-
January 13, 2023 at 8:58 am
Riccardo Petrelli
SubscriberI'm using this EKILL script to kill the stiffness of elements that reach a certain threshold, but I don't want this to go to 0 but to decrease by 0.7, I saw that the ESTIF command exists, but I don't know where to insert it. Help? this is for a compression test
Â
total_steps=10
subst_int=10
subst_max=20
subst_min=10Â
*do,i,1,total_steps
 /gopr
 time_step=i/total_steps
 time,time_step
 nsubst,subst_int,subst_max,subst_min
 outres,all,all
 esel,all
 solve
 finish /post1
  set,last
  Â
! Â Â esel,s,live
! Â Â *get,live_count%i%,elem,0,count
! Â Â esel,inve,live
! Â Â *get,dead_count%i%,elem,0,count
      Â
  esel,all
  etable,stress,s,eqv
  esel,s,etab,stress,ARG1
! Â Â *get,stress_ecount%i%,elem,0,count
  cm,kill_stress%i%,elem
  cmsel,s,kill_stress%i%,elem
!   *get,stress_ecount%i%,elem,0,count  esel,all
  etable,strain,epto,eqv
  esel,s,etab,strain,ARG2
! Â Â *get,strain_ecount%i%,elem,0,count
  cm,kill_strain%i%,elem
  cmsel,s,kill_strain%i%,elem
! Â Â *get,strain_ecount%i%,elem,0,count
  Â
  allsel
  cmwrite,kill_list,cm
  parsav,all
 finish
 Â
 /solu
  antype,,restart
  parres
!   *status  Â
   /input,kill_list,cm
  *do,k,1,i
   ekill,kill_stress%k%
   ekill,kill_strain%k%
! Â Â Â *status
  *enddo       Â
*enddofinish
-
January 13, 2023 at 9:38 am
Erik Kostson
Ansys EmployeeHi
Â
It can come in the /solu, just before the ekill command.
Hope this helps
Erik
-
January 13, 2023 at 9:41 am
Riccardo Petrelli
SubscriberÂ
Is this correct:
estif, 0.8Â Â
/solu
  antype,,restart
  parres
!   *status  Â
   /input,kill_list,cm
  *do,k,1,i
   ekill,kill_stress%k%
   ekill,kill_strain%k%
! Â Â Â *status
  *enddo       Â
*enddofinish
Â
Â
Â
Â
-
-
January 13, 2023 at 9:43 am
-
January 13, 2023 at 9:43 am
Erik Kostson
Ansys EmployeeNo thats is not correct we said in the /solu (it is outside) and before the ekill so:
/solu
...
...
*do,k,1,i
estif,..
....
Â
-
January 13, 2023 at 9:45 am
Riccardo Petrelli
SubscriberThank you very much, i love you
-
January 13, 2023 at 1:51 pm
-
January 17, 2023 at 6:31 pm
Riccardo Petrelli
Subscriberdon't work it
-
-
January 13, 2023 at 1:56 pm
Erik Kostson
Ansys EmployeeÂ
See the help manual (command ref.) – this command needs an Enterprise licence.
All the best
Erik
Â
-
January 13, 2023 at 2:59 pm
Riccardo Petrelli
SubscriberI have the last question to ask you, thank you for all the answers, tsai saving my life. if I want to reduce the stiffness by 50%, is it right to enter ESTIF, 0.5? Thanks again
-
-
January 13, 2023 at 3:10 pm
Erik Kostson
Ansys EmployeeNever used it, but since it is a multiplier it multiplies the element stiffness matrix with 0.5 so you get half of the element stiffness I suppose when you put 0.5 in the command.
-
- The topic ‘Comand ESTIF to insert in script’ is closed to new replies.
- The legend values are not changing.
- LPBF Simulation of dissimilar materials in ANSYS mechanical (Thermal Transient)
- Convergence error in modal analysis
- APDL, memory, solid
- How to model a bimodular material in Mechanical
- Meaning of the error
- Simulate a fan on the end of shaft
- Nonlinear load cases combinations
- Real Life Example of a non-symmetric eigenvalue problem
- How can the results of Pressures and Motions for all elements be obtained?
-
3862
-
1414
-
1231
-
1118
-
1015
© 2025 Copyright ANSYS, Inc. All rights reserved.