$
*SECTION_SOLID
1,1
*SECTION_SOLID
2,1
*SECTION_SOLID
3,1
*SECTION_SOLID
4,1
$
$
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$ MATERIAL DEFINITIONS $
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
$
*MAT_ELASTIC
1,7.80,2.10,0.300000,0.0,0.0,0.0
*MAT_ELASTIC
2,7.80,2.10,0.300000,0.0,0.0,0.0
*MAT_JOHNSON_HOLMQUIST_CONCRETE
3,2.3,0.018,0.71,1.4,0.007,0.61,45e-5
4E-5,1.0E-6,0.01,5.0,1.545E-4,1.2E-3,0.835e-2,0.10
0.04,1.00,0.85,-1.7,2.08,0.04
*MAT_ELASTIC
4,7.80,2.10,0.300000,0.0,0.0,0.0
$
$ |