anchor.diff:   ET,1,PLANE182,0,,2      ! Linear plane strain quadrilaterals
    ET,2,PLANE182,1,,2      ! Linear plane strain triangles
   *ENDIF
  -ET,3,CONTA172
  -KEYOPT, 3, 1, 0
  -KEYOPT, 3, 2, 0
   
   ALLSEL
   
   ! Generate mesh
   ! MSHKEY, KEY (0 == free, 1 == mapped)
   ! AMESH, NA1, NA2, NINC
  -MSHKEY, 1
  +MSHKEY, 0
   AMESH, 1, 2, 1
  -MSHKEY, 0
  -AMESH, 3, 4, 1
   
   ALLSEL
   
  
positive.code: 
  elOrder = 2
  
  ! ===> END INPUT DATA
  
  appliedDisp = epsx*L ! [mm] applied displacement
  
negative.code: 
  ! Seed the edges
  ! LESIZE, NL1, SIZE, ANGSIZ, NDIV, SPACE, KFORC, LAYER1, LAYER2, KYNDIV
  LESIZE, 1, 20
  LESIZE, 2, 50
  LESIZE, 3, 100
  LESIZE, 4, 100
  LESIZE, 5, 50
  LESIZE, 1, 20
  LESIZE, 7, , angSize
  
  ! Define Element Type
  
  