*HEADING
Test of embedded shell (with rebar) and beam elements in host solid elements
*PREPRINT,MODEL=YES,ECHO=YES,HISTORY=YES
*NODE, NSET=HOST
1,1,0,0
2,4,0,0
3,7,0,0
4,10,0,0
5,1,3,0
6,4,3,0
7,7,3,0
8,10,3,0
9,1,0,-3
10,4,0,-3
11,7,0,-3
12,10,0,-3
13,1,3,-3
14,4,3,-3
15,7,3,-3
16,10,3,-3
*NODE, NSET=EMBED
101,1,0.5,0
102,4,0.5,0
103,7,0.5,0
104,10,0.5,0
105,1,2.5,0
106,4,2.5,0
107,7,2.5,0
108,10,2.5,0
109,1,0.5,-3
110,4,0.5,-3
111,7,0.5,-3
112,10,0.5,-3
113,1,2.5,-3
114,4,2.5,-3
115,7,2.5,-3
116,10,2.5,-3
201,1,1.5,-1.5
202,4,1.5,-1.5
203,7,1.5,-1.5
204,10,1.5,-1.5
*NSET, NSET=NALL
HOST, EMBED
*ELEMENT, TYPE=C3D8R, ELSET=HOSTSOLID
1, 1, 2, 10, 9, 5, 6, 14, 13
2, 2, 3, 11,10, 6, 7, 15, 14
3, 3, 4, 12,11, 7, 8, 16, 15 
*ELEMENT, TYPE=S4R, ELSET=EMBEDSHELL
101, 101, 102, 110, 109
102, 102, 103, 111, 110
103, 103, 104, 112, 111
104, 105, 106, 114, 113
105, 106, 107, 115, 114
106, 107, 108, 116, 115
*ELEMENT, TYPE=B31, ELSET=EMBEDBEAM
201, 201, 202
202, 202, 203
203, 203, 204
*SOLID SECTION,ELSET=HOSTSOLID,MATERIAL=SOFT
*MATERIAL,NAME=SOFT
*ELASTIC
2.E7
*BEAM SECTION,ELSET=EMBEDBEAM,MATERIAL=MEDIUM,SECTION=CIRC
0.15,

*SHELL SECTION,ELSET=EMBEDSHELL,MATERIAL=MEDIUM
0.3,
*REBAR LAYER,ORIENTATION=REBAR
REB,0.02, 0.5,,HARD,0.0,1
*MATERIAL,NAME=MEDIUM
*ELASTIC
2.0E10
*ORIENTATION, NAME=REBAR, DEFINITION=OFFSET TO NODES
2, 4
3
*MATERIAL,NAME=HARD
*ELASTIC
 7.0E11,
*EMBEDDED ELEMENT,HOST ELSET=HOSTSOLID,ROUND OFF TOLERANCE=0.005, EXTERIOR TOLERANCE=0.01
EMBEDSHELL,EMBEDBEAM
*BOUNDARY
1,1,3
5,1,3
9,1,3
13,1,3
101,4,6
105,4,6
109,4,6
113,4,6
201,4,6
*RESTART,WRITE,FREQ=1
*STEP,nlgeom
*STATIC
0.2,1.0
*CLOAD
4,2,-1.0E6
8,2,-1.0E6
12,2,-1.0E6
16,2,-1.0E6
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=EMBEDSHELL
S
LE
*ELEMENT OUTPUT,ELSET=EMBEDSHELL,REBAR
S
LE
*ELEMENT OUTPUT,ELSET=EMBEDBEAM
S
LE
*ELEMENT OUTPUT,ELSET=HOSTSOLID
S
LE
*NODE OUTPUT
U
*END STEP