** TEST OF REBAR: UNIAXIAL IN DIRECTION OF REBAR 
**                ELASTIC BASE
**                ELASTIC REBAR
**                C3D8R
**
**                CHANGE ORIENTATION AND DIRECTION OF REBAR:
**
** 1) 0  DEGREE ORIENTATION FROM X-AXIS, PARALLEL TO FACE 1, 
**    1/3 DISTANCE FROM FACE1  
** 2) 45 DEGREE ORIENTATION FROM X-AXIS, PARALLEL TO FACE 1, 
**    1/3 DISTANCE FROM FACE1  
** 3) 90 DEGREE ORIENTATION FROM X-AXIS, PARALLEL TO FACE 1, 
**    1/3 DISTANCE FROM FACE1  
** 4) 0  DEGREE ORIENTATION FROM X-AXIS, ON FACE 1 (1-2-3-4)
** 5) 0  DEGREE ORIENTATION FROM Y-AXIS, ON FACE 4 (2-6-7-3)
** 6) SAME AS TEST 1 BUT WITH SKEW REBAR 
** 7) SAME AS TEST 2 BUT WITH SKEW REBAR 
** 8) SAME AS TEST 3 BUT WITH SKEW REBAR 
** 9) SAME AS TEST 4 BUT WITH SKEW REBAR 
** 10) SAME AS TEST 5 BUT WITH SINGLE REBAR 
** 11) SAME AS TEST 1 BUT WITH SINGLE REBAR 
** 12) SAME AS TEST 3 BUT WITH SINGLE REBAR 
** 13) SAME AS TEST 4 BUT WITH SINGLE REBAR 
** 14) SAME AS TEST 5 BUT WITH SINGLE REBAR 
**  
** ANALYTIC RESULTS:
**       TEST CASE  /  REBAR STRESS   REBAR LOG STRAIN
**       1, 6, 11         975.804         0.0487902
**       2, 7,            125.0           0.00625
**     **3, 8, 12         -54.96          -.002748
**       4, 9, 13         975.804         0.0487902
**     **5, 10, 14        -34.289         -.001714
**
**    **Results are consistent with underlying element
**      deformation, but are not compared with an exact
**      analytic solution.
**
*HEADING
 TEST OF REBAR ORIENTATIONS
*PREPRINT,MODEL=YES
**
**
** TEST CASE 1)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, ISOPARAMETRIC REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=NALL
11,  0., 0.,  0.
12,  1., 0.,  0.
13,  1., 0., -1.
14,  0., 0., -1.
15,  0., 1.,  0.
16,  1., 1.,  0.
17,  1., 1., -1.
18,  0., 1., -1.
*NSET,NSET=LEFT
11,14,15,18
*NSET,NSET=FRONT
11,12,16,15
*NSET,NSET=RIGHT
12,13,16,17
*NSET,NSET=BOT
11,12,13,14
*ELEMENT,TYPE=C3D8R,ELSET=BASE1
11, 11,12,13,14,15,16,17,18
*SOLID SECTION,ELSET=BASE1,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB1
11, .5, .5, 90., .333333, 1, 1 
*ELSET,ELSET=EALL
BASE1,
**
** TEST CASE 2)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, ISOPARAMETRIC REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 45.
** 
**
*NODE,NSET=NALL
21,  1.5, 0.,  0.
22,  2.5, 0.,  0.
23,  2.5, 0., -1.
24,  1.5, 0., -1.
25,  1.5, 1.,  0.
26,  2.5, 1.,  0.
27,  2.5, 1., -1.
28,  1.5, 1., -1.
*NSET,NSET=LEFT
21,24,25,28
*NSET,NSET=FRONT
21,22,26,25
*NSET,NSET=RIGHT
22,23,26,27
*NSET,NSET=BOT
21,22,23,24
*ELEMENT,TYPE=C3D8R,ELSET=BASE2
21, 21,22,23,24,25,26,27,28
*SOLID SECTION,ELSET=BASE2,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB2
21, .5, .5, 45., .333333, 1, 1
*ELSET,ELSET=EALL
BASE2,
**
** TEST CASE 3)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, ISOPARAMETRIC REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 90.0
** 
**
*NODE,NSET=NALL
31,  3., 0.,  0.
32,  4., 0.,  0.
33,  4., 0., -1.
34,  3., 0., -1.
35,  3., 1.,  0.
36,  4., 1.,  0.
37,  4., 1., -1.
38,  3., 1., -1.
*NSET,NSET=LEFT
31,34,35,38
*NSET,NSET=FRONT
31,32,36,35
*NSET,NSET=RIGHT
32,33,36,37
*NSET,NSET=BOT
31,32,33,34
*ELEMENT,TYPE=C3D8R,ELSET=BASE3
31, 31,32,33,34,35,36,37,38
*SOLID SECTION,ELSET=BASE3,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB3
31, .5, .5, 0.0, .333333, 1, 1
*ELSET,ELSET=EALL
BASE3,
**
**
** TEST CASE 4)
** MESH: 1 ELEMENT 
** REBAR POSITION: ALONG FACE 1
** ELEMENT TYPE: C3D8R, ISOPARAMETRIC REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=NALL
41,  4.5, 0.,  0.
42,  5.5, 0.,  0.
43,  5.5, 0., -1.
44,  4.5, 0., -1.
45,  4.5, 1.,  0.
46,  5.5, 1.,  0.
47,  5.5, 1., -1.
48,  4.5, 1., -1.
*NSET,NSET=LEFT
41,44,45,48
*NSET,NSET=FRONT
41,42,46,45
*NSET,NSET=RIGHT
42,43,46,47
*NSET,NSET=BOT
41,42,43,44
*ELEMENT,TYPE=C3D8R,ELSET=BASE4
41, 41,42,43,44,45,46,47,48
*SOLID SECTION,ELSET=BASE4,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB4
41, .5, .5, 90.0, 0.0, 1, 1
*ELSET,ELSET=EALL
BASE4,
**
** TEST CASE 5)
** MESH: 1 ELEMENT 
** REBAR POSITION: ALONG FACE 2
** ELEMENT TYPE: C3D8R, ISOPARAMETRIC REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=NALL
51,  6., 0.,  0.
52,  7., 0.,  0.
53,  7., 0., -1.
54,  6., 0., -1.
55,  6., 1.,  0.
56,  7., 1.,  0.
57,  7., 1., -1.
58,  6., 1., -1.
*NSET,NSET=LEFT
51,54,55,58
*NSET,NSET=FRONT
51,52,56,55
*NSET,NSET=RIGHT
52,53,56,57
*NSET,NSET=BOT
51,52,53,54
*ELEMENT,TYPE=C3D8R,ELSET=BASE5
51,51,52,53,54,55,56,57,58
*SOLID SECTION,ELSET=BASE5,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB5
51, .5, .5, 90.0, 0.0, 2, 3
*ELSET,ELSET=EALL
BASE5,
**
**
**
** TEST CASE 6)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, SKEW REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=NALL
61,  0., 2.,  0.
62,  1., 2.,  0.
63,  1., 2., -1.
64,  0., 2., -1.
65,  0., 3.,  0.
66,  1., 3.,  0.
67,  1., 3., -1.
68,  0., 3., -1.
*NSET,NSET=LEFT
61,64,65,68
*NSET,NSET=FRONT
61,62,66,65
*NSET,NSET=RIGHT
62,63,66,67
*NSET,NSET=BOT
61,62,63,64
*ELEMENT,TYPE=C3D8R,ELSET=BASE6
61, 61,62,63,64,65,66,67,68
*SOLID SECTION,ELSET=BASE6,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB6,GEOMETRY=SKEW
61, .5, .5, 90.0, ,1
0., .33333, 0., .66666
*ELSET,ELSET=EALL
BASE6,
**
** TEST CASE 7)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, SKEW REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 45.
** 
**
*NODE,NSET=NALL
71,  1.5, 2.,  0.
72,  2.5, 2.,  0.
73,  2.5, 2., -1.
74,  1.5, 2., -1.
75,  1.5, 3.,  0.
76,  2.5, 3.,  0.
77,  2.5, 3., -1.
78,  1.5, 3., -1.
*NSET,NSET=LEFT
71,74,75,78
*NSET,NSET=FRONT
71,72,76,75
*NSET,NSET=RIGHT
72,73,76,77
*NSET,NSET=BOT
71,72,73,74
*ELEMENT,TYPE=C3D8R,ELSET=BASE7
71, 71,72,73,74,75,76,77,78
*SOLID SECTION,ELSET=BASE7,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB7,GEOMETRY=SKEW
71, .5, .5, 45.0, ,1
0., .33333, 0., .66666
*ELSET,ELSET=EALL
BASE7,
**
** TEST CASE 8)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, SKEW REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 90.0
** 
**
*NODE,NSET=NALL
81,  3., 2.,  0.
82,  4., 2.,  0.
83,  4., 2., -1.
84,  3., 2., -1.
85,  3., 3.,  0.
86,  4., 3.,  0.
87,  4., 3., -1.
88,  3., 3., -1.
*NSET,NSET=LEFT
81,84,85,88
*NSET,NSET=FRONT
81,82,86,85
*NSET,NSET=RIGHT
82,83,86,87
*NSET,NSET=BOT
81,82,83,84
*ELEMENT,TYPE=C3D8R,ELSET=BASE8
81, 81,82,83,84,85,86,87,88
*SOLID SECTION,ELSET=BASE8,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB8,GEOMETRY=SKEW
81, .5, .5, 0., ,1
0., .33333, 0., .66666
*ELSET,ELSET=EALL
BASE8,
**
**
** TEST CASE 9)
** MESH: 1 ELEMENT 
** REBAR POSITION: ALONG FACE 1
** ELEMENT TYPE: C3D8R, SKEW REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=NALL
91,  4.5, 2.,  0.
92,  5.5, 2.,  0.
93,  5.5, 2., -1.
94,  4.5, 2., -1.
95,  4.5, 3.,  0.
96,  5.5, 3.,  0.
97,  5.5, 3., -1.
98,  4.5, 3., -1.
*NSET,NSET=LEFT
91,94,95,98
*NSET,NSET=FRONT
91,92,96,95
*NSET,NSET=RIGHT
92,93,96,97
*NSET,NSET=BOT
91,92,93,94
*ELEMENT,TYPE=C3D8R,ELSET=BASE9
91, 91,92,93,94,95,96,97,98
*SOLID SECTION,ELSET=BASE9,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB9,GEOMETRY=SKEW
91, .5, .5, 90., ,1
0., .0001, 0., 1.0
*ELSET,ELSET=EALL
BASE9,
**
** TEST CASE 10)
** MESH: 1 ELEMENT 
** REBAR POSITION: ALONG FACE 2
** ELEMENT TYPE: C3D8R, SKEW REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=NALL
101,  6., 2.,  0.
102,  7., 2.,  0.
103,  7., 2., -1.
104,  6., 2., -1.
105,  6., 3.,  0.
106,  7., 3.,  0.
107,  7., 3., -1.
108,  6., 3., -1.
*NSET,NSET=LEFT
101,104,105,108
*NSET,NSET=FRONT
101,102,106,105
*NSET,NSET=RIGHT
102,103,106,107
*NSET,NSET=BOT
101,102,103,104
*ELEMENT,TYPE=C3D8R,ELSET=BASE10
101,101,102,103,104,105,106,107,108
*SOLID SECTION,ELSET=BASE10,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB10,GEOMETRY=SKEW
101, .5, .5, 90., ,3
1.0, 0., 0.0001, 0.
*ELSET,ELSET=EALL
BASE10,
**
**
** TEST CASE 11)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, SINGLE REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=NALL
111,  0., 4.,  0.
112,  1., 4.,  0.
113,  1., 4., -1.
114,  0., 4., -1.
115,  0., 5.,  0.
116,  1., 5.,  0.
117,  1., 5., -1.
118,  0., 5., -1.
*NSET,NSET=LEFT
111,114,115,118
*NSET,NSET=FRONT
111,112,116,115
*NSET,NSET=RIGHT
112,113,116,117
*NSET,NSET=BOT
111,112,113,114
*ELEMENT,TYPE=C3D8R,ELSET=BASE11
111, 111,112,113,114,115,116,117,118
*SOLID SECTION,ELSET=BASE11,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB11,SINGLE
111, 1.0, .5, .33333, 1
*ELSET,ELSET=EALL
BASE11,
**
** TEST CASE 12)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R, SINGLE REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 90.
** 
**
*NODE,NSET=NALL
121,  3.0, 4.,  0.
122,  4.0, 4.,  0.
123,  4.0, 4., -1.
124,  3.0, 4., -1.
125,  3.0, 5.,  0.
126,  4.0, 5.,  0.
127,  4.0, 5., -1.
128,  3.0, 5., -1.
*NSET,NSET=LEFT
121,124,125,128
*NSET,NSET=FRONT
121,122,126,125
*NSET,NSET=RIGHT
122,123,126,127
*NSET,NSET=BOT
121,122,123,124
*ELEMENT,TYPE=C3D8R,ELSET=BASE12
121, 121,122,123,124,125,126,127,128
*SOLID SECTION,ELSET=BASE12,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB12,SINGLE
121, 1.0, .3333, .5, 2
*ELSET,ELSET=EALL
BASE12,
**
** TEST CASE 13)
** MESH: 1 ELEMENT 
** REBAR POSITION:  ALONG FACE 1
** ELEMENT TYPE: C3D8R, SINGLE REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=NALL
131, 4.5, 4.,  0.
132, 5.5, 4.,  0.
133, 5.5, 4., -1.
134, 4.5, 4., -1.
135, 4.5, 5.,  0.
136, 5.5, 5.,  0.
137, 5.5, 5., -1.
138, 4.5, 5., -1.
*NSET,NSET=LEFT
131,134,135,138
*NSET,NSET=FRONT
131,132,136,135
*NSET,NSET=RIGHT
132,133,136,137
*NSET,NSET=BOT
131,132,133,134
*ELEMENT,TYPE=C3D8R,ELSET=BASE13
131, 131,132,133,134,135,136,137,138
*SOLID SECTION,ELSET=BASE13,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB13,SINGLE
131, 1.0, .5, 0., 1
*ELSET,ELSET=EALL
BASE13,
**
**
** TEST CASE 14)
** MESH: 1 ELEMENT 
** REBAR POSITION: ALONG FACE 2
** ELEMENT TYPE: C3D8R, SINGLE REBAR
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=NALL
141,  6.0, 4.,  0.
142,  7.0, 4.,  0.
143,  7.0, 4., -1.
144,  6.0, 4., -1.
145,  6.0, 5.,  0.
146,  7.0, 5.,  0.
147,  7.0, 5., -1.
148,  6.0, 5., -1.
*NSET,NSET=LEFT
141,144,145,148
*NSET,NSET=FRONT
141,142,146,145
*NSET,NSET=RIGHT
142,143,146,147
*NSET,NSET=BOT
141,142,143,144
*ELEMENT,TYPE=C3D8R,ELSET=BASE14
141, 141,142,143,144,145,146,147,148
*SOLID SECTION,ELSET=BASE14,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB14,SINGLE
141, 1.0, 1.0, .5, 3
*ELSET,ELSET=EALL
BASE14,
**
**
*MATERIAL,NAME=BASE
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR
*ELASTIC
2.E4, 
*DENSITY
1.E-4, 
**
**
**
****************
** LOAD CASES **
****************
*AMPLITUDE,NAME=SMOOTH, DEFINITION=SMOOTH STEP
0.0,0.0,.01,1.0
*STEP
*DYNAMIC,EXPLICIT
,.01
**
*BOUNDARY,AMPLITUDE=SMOOTH
LEFT, 1
RIGHT,1,1,.05
NALL, 2,3
**
*RESTART,TIMEMARKS=YES,WRITE,NUM=1
***********************************************
*FILE OUTPUT,NUMBER INTERVAL=2,TIMEMARKS=YES
*EL FILE
LE,S,MISES,PRESS,ENER
ELEN, 
*NODE FILE
RF, 
*ENERGY FILE
***********************************************
*OUTPUT,HISTORY,TIME INTERVAL=0.01
*ENERGY OUTPUT, VAR=ALL
***********************************************
***OUTPUT,HISTORY,TIME INTERVAL=.00001
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLWK,ETOTAL,
**DT,
***ELEMENT OUTPUT,ELSET=EALL
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE1,REBAR=REB1
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE2,REBAR=REB2
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE3,REBAR=REB3
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE4,REBAR=REB4
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE5,REBAR=REB5
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE6,REBAR=REB6
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE7,REBAR=REB7
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE8,REBAR=REB8
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE9,REBAR=REB9
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE10,REBAR=REB10
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE11,REBAR=REB11
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE12,REBAR=REB12
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE13,REBAR=REB13
**S,LE,ENER
**ELEN,
***ELEMENT OUTPUT,ELSET=BASE14,REBAR=REB14
**S,LE,ENER
**ELEN,
***NODE OUTPUT,NSET=RIGHT
**RF,
*END STEP