*HEADING
ELEMENT TESTED      : SFM3D4R WITH REBAR EMBEDDED in C3D8R
SECONDARY SURFACE TYPE  : ELEMENT
MASTER SURFACE TYPE : NODE
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*NODE
1,           5.,           5.,  6.16298E-31
2,           5.,           5.,          10.
3,          25.,          25.,          10.
4,          25.,          25.,  3.48631E-30
5,          10.,           0.,          10.
6,          50.,           0.,          10.
7,          50.,           0.,           0.
8,          10.,           0.,           0.
9,           0.,          10.,           0.
10,           0.,          10.,          10.
11,           0.,          50.,          10.
12,           0.,          50.,           0.
21,           5.,           5.,  6.16298E-31
22,           5.,           5.,          10.
23,          25.,          25.,          10.
24,          25.,          25.,  3.48631E-30
*ELEMENT, TYPE=C3D8R, ELSET=EALL
1, 8, 5, 6, 7, 1, 2, 3, 4
2, 1,  2,  3,  4,  9, 10, 11, 12
*ELEMENT,TYPE=SFM3D4R,ELSET=MEMB
3,22,21,24,23
*NSET, NSET=NBC
1, 2, 5, 8, 9,10
*NSET, NSET=NSECONDARY, GENERATE
5,  8,  1
*NSET, NSET=NMASTER, GENERATE
9,  12,   1
*SURFACE, NAME=SSECONDARY-P, TYPE=ELEMENT
1, S1
*SURFACE, NAME=SMASTER-P, TYPE=ELEMENT
2, S2   
*SOLID SECTION, ELSET=EALL,MATERIAL=MAT
*SURFACE SECTION,ELSET=MEMB
*REBAR LAYER,ORI=REBAR
REB1,0.05,0.5,0,MAT,0,0
REB2,0.05,0.5,0,MAT,90,0
*ORIENTATION,NAME=REBAR, DEFINITION=OFFSET TO NODES
2,4
3
*embedded element,host elset=eall
memb
*TIE, CYCLICSYM, POSITION=0.5, NAME=TIE1, type=nodetosurface
SSECONDARY-P, SMASTER-P
*MATERIAL,NAME=MAT
*ELASTIC
10E4,0.3
*DENSITY
1,
***** 
*CYCLIC SYMMETRY MODEL,N=4
 0,0,0, 0,0,1
****************************** 
*STEP
*dynamic, explicit              
, 1.000
*boundary
5, 1, 3
8, 1, 3
*cload
3, 1, 100.0
3, 2, 100.0
4, 1, 100.0
4, 2, 100.0
*END STEP