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Tension III

With this series of examples you can study a specimen under tension and see the effects of different number of elements through thickness and different materials. Third example shows usage of shell elements and plastic material with specified failure strain. Download is available in the download section of this document.

Keywords

Keywords

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension3.k

The used Keywords in alphabetical order.

*BOUNDARY_PRESCRIBED_MOTION_NODE
*BOUNDARY_SPC_NODE
*CONTROL_TERMINATION
*CONTROL_TIMESTEP
*DATABASE_BINARY_D3PLOT
*DATABASE_BINARY_D3THDT
*DATABASE_CROSS_SECTION_PLANE
*DATABASE_ELOUT
*DATABASE_EXTENT_BINARY
*DATABASE_GLSTAT
*DATABASE_HISTORY_SHELL
*DATABASE_NODAL_FORCE_GROUP
*DATABASE_NODFOR
*DATABASE_SECFORC
*DEFINE_CURVE
*ELEMENT_SHELL
*END
*KEYWORD
*MAT_PLASTIC_KINEMATIC
*NODE
*PART
*SECTION_SHELL
*SET_NODE_LIST
*SET_PART_LIST
*TITLE

Reduced Input

Reduced Input

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension3.k

*Node and *Element Cards are removed.

  *KEYWORD
  *TITLE
  TENSION TEST SIMULATION, mat=3, displacement
  $ test coupon, 200 mm long, 20 mm width, 2.67 mm thickness, 50.8 mm gauge length
  $ 50 mm displacement BC is applied on one end
  $ units; mm, s, ton, N
  $ A. Tabiei, 3-1-98
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *CONTROL_TIMESTEP
      0.0000    0.9000 
  *CONTROL_TERMINATION
      0.0100
  *DATABASE_EXTENT_BINARY
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  $        i         i         i         i         i         i         i         i
  $    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
                                    
  $        i         i         i
  $   cmpflg    ieverp    beamip
                     1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
      0.0010
  *DATABASE_GLSTAT
      0.0001
  *DATABASE_NODFOR
      0.0001
  *DATABASE_NODAL_FORCE_GROUP
          2
  *DATABASE_ELOUT
      0.0001
  *DATABASE_SECFORC
  1.0e-4
  *DATABASE_EXTENT_BINARY
  $        i         i         i         i         i         i         i         i
  $    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
           0         0         3         1
  $        i         i         i
  $   cmpflg    ieverp    beamip
                     1
  *DATABASE_BINARY_D3THDT
  0.001
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SET_NODE_LIST
          2
  29,30,31,32,33,38,39
  *DATABASE_HISTORY_SHELL
  71,72,73,74,75,76,77,78
  79,80
  *SET_PART_LIST
  1
  1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_CROSS_SECTION_PLANE
           1         5        10        10       200        10        10
           5       -10       -10        20        20
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *MAT_Plastic_kinematic
  $      MID        RO         E        PR       SIG      ETAN      BETA
           1 7.890E-09 2.100E+05 3.000E-01 4.400E+02 1.700E+03 1.000E+00
  $      SRC       SRP        FS
           0         0      0.24
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_SHELL
           1         2 0.000E+00 3.000E+00 
   2.670E-00 2.670E-00 2.670E-00 2.670E-00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *PART
  SHELL
           1         1         1 
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
           1
  0.00000000000000E+00 0.0000000000000E+00
  0.01000000000000E+00 50.000000000000E+00
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_SPC_NODE
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_PRESCRIBED_MOTION_NODE
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *NODE
  $
  *ELEMENT_SHELL
  $
  *END

Figures

Figures

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension3.k

image01.gif

image02.gif

Animated Result

Animated Result

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension3.k

Result

Download

Download

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension3.k