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Buckling Analysis on a curved panel in APDL

    • 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

    • Sampat Kumar
      Ansys Employee

      It seems you have created a duplicate question. 
      I will close this forum query and for additional discourse on this topic, please access the link below.
      https://innovationspace.ansys.com/forum/forums/topic/buckling-analysis-on-a-curved-panel/

      Thanks,
      Sampat

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