General Mechanical

General Mechanical

Topics related to Mechanical Enterprise, Motion, Additive Print and more.

Buckling Analysis on a curved panel

TAGGED: ,

    • Ansys Begineer
      Subscriber

      Hi I am doing buckling analysis on a curved panel whose schematic I have attached. I have been trying to do buckling analysis on this geometry for different cases but results dont seem to be matching with theoretical. Can someone please guide me whats wrong in my code? Lets consider this case a=b=50mm, Theta=180 degrees, E= 200MPa, t=0.5, poisson ratio=0.3. Thank you very much. /CLEAR      
      /PREP7  
      smrt,off
      ANTYPE,STATIC  
      ET,1,SHELL63,, 
      R,1,0.5  
      MP,EX,1,200e9 
      MP,NUXY,1,0.3   
      R1 = 31.38
      L = 25
      PI = 4*ATAN(1)
      T=PI/2
      THETA =T*180/PI
      CSYS,1 
      K,2,R1,90,L
      K,3,R1,(90-THETA),L
      K,5,R1,90,-L
      K,6,R1,(90+THETA),L
      K,7,R1,(90-THETA),-L
      K,8,R1,(90+THETA),-L
      l,3,2   
      l,2,6   
      l,3,7   
      l,7,5   
      l,5,8   
      l,6,8
      lcomb,1,2
      lcomb,4,5
      al,1,3,4,6
      LESIZE,ALL, , ,24, ,1, , ,1,
      amesh,1
      lsel,s,line,,3
      lsel,A,line,,6
      nsll,,1
      D,ALL, , , , , ,UY, , , , ,
      lsel,s,line,,4
      nsll,,1
      D,ALL,, , , , ,, , , , ,UZ
      lsel,s,line,,4
      local,11,1,0,0,0,    
      nsll,,1          
      nrotate,all         
      D,ALL, uX, , , , ,, , , , ,    
      lsel,s,line,,1
      local,11,1,0,0,0,    
      nsll,,1          
      nrotate,all        
      D,ALL,, , , , ,UX, , , , ,    
      F,ALL,FZ,-1/25
      /sol
      PSTRES,1
      solve
      finish
      /sol
      ANTYPE,1  
      BUCOPT,LANB,2,0,0,CENTER
      solve
      finish
      /post1
      set,list

    • Ansys Begineer
      Subscriber

      Anyone please help, will be really appreciated. I have been stuck on this for over a week now.

    • dlooman
      Ansys Employee

      Sometimes it is good to run your input in batch mode.  It is easier to find the error messages that way.  When I do that with your input above I see the error:

      *** WARNING ***                         CP =       0.109   TIME= 10:53:30
       No valid degree of freedom labels were input.  The D command is         
       ignored. 

      That can be fixed like below:

      ! D,ALL,, , , , ,, , , , ,UZ
      d,all,uz,0

       

      I also saw these warnings during solution: 

      *** WARNING ***                         CP =       0.266   TIME= 10:53:30
       Node 97 on element 1 is unselected.

      That can be fixed with nsel,all before solution.

      Your boundary condition at the vertical edges is an axial constraint.  That doesn't seem right.  Check your boundary conditions interactively with /pbc,all,1 and nplot.

Viewing 2 reply threads
  • You must be logged in to reply to this topic.