『原创』我用shell163做的一个层合板受冲击的例子








我用shell163做的一个层合板受冲击的例子
铺层为0/45/90/-45/0


*KEYWORD
*TITLE

$
*DATABASE_FORMAT
2
$
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ NODE DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*NODE
1 4.756452127E-03-1.066989301E-19 9.107416683E-03 0 0
2 4.835109531E-03-1.973000285E-19 7.627739592E-03 0 0
3 5.547674449E-03-1.370438521E-19 8.611830132E-03 0 0
4 3.061469982E-03 7.391035215E-03 2.930000000E-02 0 0
5 5.656854248E-03 5.656854251E-03 2.930000000E-02 0 0
6 7.391036260E-03 3.061467460E-03 2.930000000E-02 0 0
7 3.061469982E-03 7.391035215E-03 2.725000000E-02 0 0
8 5.656854248E-03 5.656854251E-03 2.725000000E-02 0 0
9 7.391036260E-03 3.061467460E-03 2.725000000E-02 0 0
10 3.061469982E-03 7.391035215E-03 2.520000000E-02 0 0
11 5.656854248E-03 5.656854251E-03 2.520000000E-02 0 0
12 7.391036260E-03 3.061467460E-03 2.520000000E-02 0 0
....................
$
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ SECTION DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*SECTION_SOLID
1 1
*SECTION_SHELL
2 2 0.8333 5.0 0.0 0.0 1
。。。。。。
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ MATERIAL DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*MAT_COMPOSITE_DAMAGE
1 0.154E+04 0.139E+12 0.940E+10 0.940E+10 0.020900 0.020900 0.330000
0.450E+10 0.298E+10 0.450E+10 0.200E+10 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.860E+08 0.207E+10 0.740E+08 0.237E+09 0.200
*MAT_RIGID
2 0.780E+04 0.350E+11 0.300000 0.0 0.0 0.0
1.00 4.00 7.00


$
$
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ PARTS DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
$
*PART
Part 1 for Mat 2 and Elem Type 2
1 1 2 0 0 0 0
$
*PART
Part 2 for Mat 1 and Elem Type 1
2 2 1 0 0 0 0
$
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ ELEMENT DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*ELEMENT_SOLID
1 1 50 49 406 409 48 48 403 403
2 1 409 406 407 410 403 403 404 404
3 1 410 407 408 411 404 404 405 405
4 1 411 408 41 42 405 405 40 40
5 1 50 47 46 48 409 400 397 403
6 1 409 400 397 403 410 401 398 404
7 1 410 401 398 404 411 402 399 405
....................
*ELEMENT_SHELL
361 2 565 567 725 724
362 2 567 568 754 725
363 2 568 569 783 754
364 2 569 570 812 783
365 2 570 571 841 812
366 2 571 572 870 841
367 2 572 573 899 870
368 2 573 574 928 899
369 2 574 575 957 928
370 2 575 576 986 957
371 2 576 577 1015 986
372 2 577 578 1044 1015
373 2 578 579 1073 1044
374 2 579 580 1102 1073
375 2 580 581 1131 1102
376 2 581 582 1160 1131
.............
*SET_SEGMENT
2 0.000 0.000 0.000 0.000
565 567 725 724 0.000 0.000 0.000 0.000
567 568 754 725 0.000 0.000 0.000 0.000
568 569 783 754 0.000 0.000 0.000 0.000
569 570 812 783 0.000 0.000 0.000 0.000
570 571 841 812 0.000 0.000 0.000 0.000
571 572 870 841 0.000 0.000 0.000 0.000
572 573 899 870 0.000 0.000 0.000 0.000
573 574 928 899 0.000 0.000 0.000 0.000
574 575 957 928 0.000 0.000 0.000 0.000
575 576 986 957 0.000 0.000 0.000 0.000
.................
*CONTACT_ERODING_SURFACE_TO_SURFACE
1 2 0 0 0 0 0 0
0.000 0.000 0.000 0.000 0.000 0 0.000 0.1000E+08
1.000 1.000 0.000 0.000 1.000 1.000 1.000 1.000
0 1 0
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ CONTROL OPTIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*CONTROL_ENERGY
2 2 2 2
*CONTROL_SHELL
20.0 1 -1 1 2 2 1
*CONTROL_CONTACT
10.00000 0.00000 2 0 1 1 1
0 0 10 0 4.00
*CONTROL_TIMESTEP
0.0000 0.9000 0 0.00 0.00
*CONTROL_TERMINATION
0.100E-01 0 0.00000 0.00000 0.00000
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ TIME HISTORY $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*DATABASE_BINARY_D3PLOT
0.1000E-03
*DATABASE_BINARY_D3THDT
0.1000E-04
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ DATABASE OPTIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*DATABASE_EXTENT_BINARY
0 0 5 1 0 0 0 0
0 0 4 0 0 0
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ INITIAL VELOCITY DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*SET_NODE_LIST
5 0.000 0.000 0.000 0.000
1 2 3 4 5 6 7 8
9 10 11 12 13 14 15 16
17 18 19 20 21 22 23 24
25 26 27 28 29 30 31 32
33 34 35 36 37 38 39 40
41 42 43 44 45 46 47 48
49 50 51 52 53 54 55 56
.........
*INITIAL_VELOCITY
5 0 0
0.00 0.00 -7.08 0.00 0.00 0.00
*END
『原创』我用shell163做的一个层合板受冲击的例子的图1

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