*Heading
Import of plane stress elements with original position -- explicit-to-explicit analysis
**
*import, update=YES, state=NO, library=import_solid_elast_s
DETACHED_C3D10M_Q1_ELEM, 
DETACHED_C3D4_Q1_ELEM,
DETACHED_C3D6_Q1_ELEM,
DETACHED_C3D8R_Q1_ELEM,
DETACHED_C3D8_Q1_ELEM,
**
*boundary
DETACHED_C3D10M_Q1_FIXED,    ENCASTRE 
DETACHED_C3D4_Q1_FIXED,   ENCASTRE 
DETACHED_C3D6_Q1_FIXED,   ENCASTRE 
DETACHED_C3D8R_Q1_FIXED,   ENCASTRE 
DETACHED_C3D8_Q1_FIXED,   ENCASTRE 
**
*amplitude, name=STEP
0., 1., 100., 1.
** ----------------------------------------------------
*Step, nlgeom=YES, name=Step-2, inc=100
*static
1.0, 1.0
*cload, amplitude=STEP
DETACHED_C3D10M_Q1_CLOAD, 1,  3.20e+06
DETACHED_C3D4_Q1_CLOAD, 1,  3.20e+06
DETACHED_C3D6_Q1_CLOAD, 1,  3.20e+06
DETACHED_C3D8R_Q1_CLOAD, 1,  3.20e+06
DETACHED_C3D8_Q1_CLOAD, 1,  3.20e+06
**
*output, field, numberinterval=2
*nodeoutput, nset=ASSEMBLY_Q1_ALL
U, RF
*elementoutput, elset=ASSEMBLY_Q1_ALL
S, 
**
** Activate history output if required
**
** *output, history, frequency=1, op=NEW
** *nodeoutput, nset=ASSEMBLY_Q1_ALL
** U1, U2
** *elementoutput, elset=ASSEMBLY_Q1_ALL
** MISES, 
*endstep