Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
Oasys LS-DYNA Environment 8.1 VOLUME 3 ... - Oasys Software
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>Oasys</strong> <strong>LS</strong>-<strong>DYNA</strong> <strong>Environment</strong>: User Guide (Version <strong>8.1</strong>)<br />
1 7.850E-04 3.000E+07 .3000 .0 .0 .0<br />
-1.0 1.0 100111.0<br />
1.000E+00 .000E+00 .000E+00 .000E+00 .000E+00 .000E+00<br />
$-------------------------------------------------------------------------------<br />
*MAT_ELASTIC<br />
$ Material 2 : PLATE<br />
2 7.850E-04 3.000E+07 .3000 .000E+00 .000E+00<br />
$<br />
$============================= SECTION PROPERTIES ==============================<br />
$<br />
*SECTION_SOLID<br />
$ Section 1 : BLOCK<br />
1 0<br />
$-------------------------------------------------------------------------------<br />
*SECTION_SHELL<br />
$ Section 2 : PLATE<br />
2 0 .00000 .0 .0 .0 0<br />
1.000E+00 1.000E+00 1.000E+00 1.000E+00 .000E+00<br />
$<br />
$============================== PART DEFINITIONS ===============================<br />
$<br />
*PART<br />
BLOCK<br />
1 1 1 0 0 0<br />
$-------------------------------------------------------------------------------<br />
*PART<br />
PLATE<br />
2 2 2 0 0 0<br />
$<br />
$=================================== NODES =====================================<br />
$<br />
*NODE<br />
$ ID X COORDINATE Y COORDINATE Z COORDINATE TRANS ROT<br />
1 .00000000E+00 .00000000E+00 .00000000E+00 0 0<br />
...<br />
68 .10000000E+01 .10000000E+01 -.10000000E+01 0 0<br />
$<br />
$================================== ELEMENTS ===================================<br />
$<br />
*ELEMENT_SOLID<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4 NODE 5 NODE 6 NODE 7 NODE 8<br />
1 1 1 2 6 5 17 18 22 21<br />
...<br />
27 1 43 44 48 47 59 60 64 63<br />
*ELEMENT_SHELL<br />
$ ID PART NODE 1 NODE 2 NODE 3 NODE 4<br />
1 2 65 67 68 66<br />
$<br />
$============================ BOUNDARY CONDITIONS ==============================<br />
$<br />
*DEFINE_COORDINATE_VECTOR<br />
1 1.000E+00 .000E+00 1.000E+00 .000E+00 .000E+00 1.000E+00<br />
$<br />
$================================= CONSTRAINTS =================================<br />
$<br />
$<br />
$============================== INITIAL CONDITIONS =============================<br />
$<br />
$<br />
$================================== LOADING ====================================<br />
$<br />
*LOAD_SEGMENT<br />
$ CURVE ID FACTOR TIME NODE 1 NODE 2 NODE 3 NODE 4<br />
1 1.000E+00 .000E+00 53 49 50 54<br />
1 1.000E+00 .000E+00 57 53 54 58<br />
1 1.000E+00 .000E+00 61 57 58 62<br />
1 1.000E+00 .000E+00 54 50 51 55<br />
1 1.000E+00 .000E+00 58 54 55 59<br />
1 1.000E+00 .000E+00 62 58 59 63<br />
1 1.000E+00 .000E+00 55 51 52 56<br />
1 1.000E+00 .000E+00 59 55 56 60<br />
1 1.000E+00 .000E+00 63 59 60 64<br />
$<br />
$=============================== LOAD CURVES ===================================<br />
$<br />
*DEFINE_CURVE<br />
$ CURVE ID X FACTOR Y FACTOR X OFFSET Y OFFSET<br />
1 0 .000E+00 .000E+00 .000E+00 .000E+00<br />
.00000000E+00 .10000000E+03<br />
.99999998E-02 .10000000E+03<br />
*END<br />
Page A.98
Change language