Tension II
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. First example shows one element through thickness and plastic material. 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: tension2.k
The used Keywords in alphabetical order.
*BOUNDARY_PRESCRIBED_MOTION_SET *BOUNDARY_SPC_NODE *CONTROL_TERMINATION *CONTROL_TIMESTEP *DATABASE_BINARY_D3PLOT *DATABASE_ELOUT *DATABASE_HISTORY_SOLID_SET *DATABASE_NODAL_FORCE_GROUP *DATABASE_NODFOR *DEFINE_CURVE *ELEMENT_SOLID *END *KEYWORD *MAT_PLASTIC_KINEMATIC *NODE *PART *SECTION_SOLID *SET_NODE_LIST *SET_SOLID_LIST *TITLE
Reduced Input
Reduced Input
This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension2.k
*Node and *Element Cards are removed.
*KEYWORD
*TITLE
Specimen Tension 3Elem through Thickness
$ this example is used to demonstrate the effect of number of elements
$ through the thickness in tension, bending, and combined bending-tension
$ units: mm, s, ton, N
$ A. Tabiei, 3/3/98
*CONTROL_TIMESTEP
0.0000 0.9000
*CONTROL_TERMINATION
0.0050E+00
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DATABASE_BINARY_D3PLOT
0.0010E+00
*DATABASE_NODAL_FORCE_GROUP
6
*DATABASE_HISTORY_SOLID_SET
3
*DATABASE_ELOUT
0.0001E+00
*DATABASE_NODFOR
0.0001E+00
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MAT_Plastic_kinematic
11 7.890E-09 2.100E+05 3.000E-01 4.400E+02 1.700E+03 1.000E+00
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SECTION_SOLID
1 1 1
*PART
Specimen
2 1 11
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*SET_NODE_LIST
$ for prescribed displacement
5
173 174 175 176 177 178 343 344
347 349 351 353 529 530 533 535
537 539 715 716 719 721 723 725
*SET_NODE_LIST
$ for constraint
6
17 18 19 20 25 26 187 188
191 193 195 197 373 374 377 379
381 383 559 560 563 565 567 569
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ line of center nodes for load
*SET_NODE_LIST
2
649 650 651 652 653 654
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ elements at center
*SET_SOLID_LIST
3
221 222 223 224 225 226
227 228 229 230 371 372 373 374
375 376 377 378 379 380 521 522
523 524 525 526 527 528 529 530
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*DEFINE_CURVE
10
0.00000000000000E+00 0.0000000000000E+00
0.00500000000000E+00 10.000000000000E+00
*BOUNDARY_PRESCRIBED_MOTION_SET
5 1 2 10 1.000E-00
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*BOUNDARY_SPC_NODE
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*NODE
$
*ELEMENT_SOLID
$
*END
Figures
Figures
This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension2.k
Animated Result
Animated Result
This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension2.k
Download
Download
This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: tension2.k
