**
**
** TEST OF REBAR: ELASTIC BASE/REBAR, VARY LOADING
**  1) UNIAXIAL IN DIRECTION OF REBAR
**  2) UNIAXIAL IN DIRECTION NORMAL TO REBAR
**  3) SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
**  4) SIMPLE SHEAR CAUSING STRAIN IN REBAR
**
**  ANALYTIC RESULTS: 
**        TEST CASES  / LOG STRAIN IN REBAR
**            1,5,9,13,20      4.87902E-02             
**            2,6,10,14,21     0.0
**            3,7,11,15,22     0.0
**            4,8,12,16,23     1.24146E-03
**
** TEST CASE 1)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE1
11,  0., 0.
12,  1., 0.
13,  1., 1.
14,  0., 1. 
*NSET,NSET=RIGHT
12,13
*ELEMENT,TYPE=CPE4R,ELSET=BASE1
11, 11,12,13,14
*SOLID SECTION,ELSET=BASE1,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB1
11, .5, 1., 0., .333333, 1 
*ELSET,ELSET=EALL
BASE1,
**
**
** TEST CASE 2)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE2
21,  1.5, 0.
22,  2.5, 0.
23,  2.5, 1.
24,  1.5, 1. 
*NSET,NSET=RIGHT
22,23
*ELEMENT,TYPE=CPE4R,ELSET=BASE2
21, 21,22,23,24
*SOLID SECTION,ELSET=BASE2,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB2
21, .5, 1., 0., .333333, 1 
*ELSET,ELSET=EALL
BASE2,
**
**
** TEST CASE 3)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE3
31,  3., 0.
32,  4., 0.
33,  4., 1.
34,  3., 1. 
*NSET,NSET=RIGHT
32,33
*ELEMENT,TYPE=CPE4R,ELSET=BASE3
31, 31,32,33,34
*SOLID SECTION,ELSET=BASE3,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB3
31, .5, 1., 0., .333333, 1 
*ELSET,ELSET=EALL
BASE3,
**
**
** TEST CASE 4)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE4
41,  4.5, 0.
42,  5.5, 0.
43,  5.5, 1.
44,  4.5, 1. 
*NSET,NSET=RIGHT
42,43
*ELEMENT,TYPE=CPE4R,ELSET=BASE4
41, 41,42,43,44
*SOLID SECTION,ELSET=BASE4,MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB4
41, .5, 1., 0., .333333, 1 
*ELSET,ELSET=EALL
BASE4,
**
**
** TEST CASE 5)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE5
51,  0., 2.
52,  1., 2.
53,  1., 3.
54,  0., 3. 
*NSET,NSET=RIGHT
52,53
*ELEMENT,TYPE=M3D4R,ELSET=BASE5
51, 51,52,53,54
*MEMBRANE SECTION,ELSET=BASE5,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB5,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE5,
**
**
** TEST CASE 6)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE6
61,  1.5, 2.
62,  2.5, 2.
63,  2.5, 3.
64,  1.5, 3. 
*NSET,NSET=RIGHT
62,63
*ELEMENT,TYPE=M3D4R,ELSET=BASE6
61, 61,62,63,64
*MEMBRANE SECTION,ELSET=BASE6,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB6,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE6,
**
**
** TEST CASE 7)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE7
71,  3., 2.
72,  4., 2.
73,  4., 3.
74,  3., 3. 
*NSET,NSET=RIGHT
72,73
*ELEMENT,TYPE=M3D4R,ELSET=BASE7
71, 71,72,73,74
*MEMBRANE SECTION,ELSET=BASE7,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB7,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE7,
**
**
** TEST CASE 8)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE8
81,  4.5, 2.
82,  5.5, 2.
83,  5.5, 3.
84,  4.5, 3. 
*NSET,NSET=RIGHT
82,83
*ELEMENT,TYPE=M3D4R,ELSET=BASE8
81, 81,82,83,84
*MEMBRANE SECTION,ELSET=BASE8,MATERIAL=BASE
1.0, 
***REBAR,ELEMENT=MEMBRANE,MATERIAL=REBAR,NAME=REB8
**81, .5, 1., 1
*REBAR LAYER
REB8,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE8,
**
**
** TEST CASE 9)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE9
91,  0., 4.
92,  1., 4.
93,  1., 5.
94,  0., 5. 
*NSET,NSET=RIGHT
92,93
*ELEMENT,TYPE=S4R,ELSET=BASE9
91, 91,92,93,94
*SHELL SECTION,ELSET=BASE9,MATERIAL=BASE
1.0,
*REBAR LAYER
REB9,.5,1.0,,REBAR,0.0,1 
*ELSET,ELSET=EALL
BASE9,
**
**
** TEST CASE 10)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE10
101,  1.5, 4.
102,  2.5, 4.
103,  2.5, 5.
104,  1.5, 5. 
*NSET,NSET=RIGHT
102,103
*ELEMENT,TYPE=S4R,ELSET=BASE10
101, 101,102,103,104
*SHELL SECTION,ELSET=BASE10,MATERIAL=BASE
1.0,
*REBAR LAYER
REB10,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE10,
**
**
** TEST CASE 11)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE11
111,  3., 4.
112,  4., 4.
113,  4., 5.
114,  3., 5. 
*NSET,NSET=RIGHT
112,113
*ELEMENT,TYPE=S4R,ELSET=BASE11
111, 111,112,113,114
*SHELL SECTION,ELSET=BASE11,MATERIAL=BASE
1.0,
*REBAR LAYER
REB11,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE11,
**
**
** TEST CASE 12)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE12
121,  4.5, 4.
122,  5.5, 4.
123,  5.5, 5.
124,  4.5, 5. 
*NSET,NSET=RIGHT
122,123
*ELEMENT,TYPE=S4R,ELSET=BASE12
121, 121,122,123,124
*SHELL SECTION,ELSET=BASE12,MATERIAL=BASE
1.0,
*REBAR LAYER
REB12,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE12,
**
**
** TEST CASE 13)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4RS
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE13
131,  0., 6.
132,  1., 6.
133,  1., 7.
134,  0., 7. 
*NSET,NSET=RIGHT
132,133
*ELEMENT,TYPE=S4RS,ELSET=BASE13
131, 131,132,133,134
*SHELL SECTION,ELSET=BASE13,MATERIAL=BASE
1.0,
*REBAR LAYER
REB13,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE13,
**
**
** TEST CASE 14)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4RS
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE14
141,  1.5, 6.
142,  2.5, 6.
143,  2.5, 7.
144,  1.5, 7. 
*NSET,NSET=RIGHT
142,143
*ELEMENT,TYPE=S4RS,ELSET=BASE14
141, 141,142,143,144
*SHELL SECTION,ELSET=BASE14,MATERIAL=BASE
1.0,
*REBAR LAYER
REB14,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE14,
**
**
** TEST CASE 15)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4RS
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE15
151,  3., 6.
152,  4., 6.
153,  4., 7.
154,  3., 7. 
*NSET,NSET=RIGHT
152,153
*ELEMENT,TYPE=S4RS,ELSET=BASE15
151, 151,152,153,154
*SHELL SECTION,ELSET=BASE15,MATERIAL=BASE
1.0,
*REBAR LAYER
REB15,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE15,
**
**
** TEST CASE 16)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4RS
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE16
161,  4.5, 6.
162,  5.5, 6.
163,  5.5, 7.
164,  4.5, 7. 
*NSET,NSET=RIGHT
162,163
*ELEMENT,TYPE=S4RS,ELSET=BASE16
161, 161,162,163,164
*SHELL SECTION,ELSET=BASE16,MATERIAL=BASE
1.0,
*REBAR LAYER
REB16,.5,1.0,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE16,
**
** TEST CASE 17)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: SFM3D4R
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE17
171,  0, 8.
172,  1, 8.
173,  1, 9.
174,  0, 9. 
*NSET,NSET=RIGHT
172,173
*ELEMENT,TYPE=SFM3D4R,ELSET=BASE17
171, 171,172,173,174
*SURFACE SECTION,ELSET=BASE17
*REBAR LAYER
REB17,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE17,
**
**
** TEST CASE 18)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: SFM3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE18
181,  1.5, 8.
182,  2.5, 8.
183,  2.5, 9.
184,  1.5, 9. 
*NSET,NSET=RIGHT
182,183
*ELEMENT,TYPE=SFM3D4R,ELSET=BASE18
181, 181,182,183,184
*SURFACE SECTION,ELSET=BASE18
*REBAR LAYER
REB18,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE18,
**
**
** TEST CASE 19)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: SFM3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE19
191,  3, 8.
192,  4, 8.
193,  4, 9.
194,  3, 9. 
*NSET,NSET=RIGHT
192,193
*ELEMENT,TYPE=SFM3D4R,ELSET=BASE19
191, 191,192,193,194
*SURFACE SECTION,ELSET=BASE19
*REBAR LAYER
REB19,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE19,
**
**
**
****
** TEST CASE 20)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D3
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE20
201,  0., 10.
202,  1., 10.
203,  1., 11.
204,  0., 11. 
*NSET,NSET=RIGHT
202,203
*ELEMENT,TYPE=M3D3,ELSET=BASE20
201, 201,202,204
202, 202,203,204
*MEMBRANE SECTION,ELSET=BASE20,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB20,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE20,
**
**
** TEST CASE 21)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D3
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE21
211,  1.5, 10.
212,  2.5, 10.
213,  2.5, 11.
214,  1.5, 11. 
*NSET,NSET=RIGHT
212,213
*ELEMENT,TYPE=M3D3,ELSET=BASE21
203, 211,212,214
204, 212,213,214
*MEMBRANE SECTION,ELSET=BASE21,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB21,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE21,
**
**
** TEST CASE 22)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D3
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE22
221,  3, 10.
222,  4, 10.
223,  4, 11.
224,  3, 11. 
*NSET,NSET=RIGHT
222,223
*ELEMENT,TYPE=M3D3,ELSET=BASE22
205,221,223,224
206,221,222,223
*MEMBRANE SECTION,ELSET=BASE22,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB22,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE22,
**
**
** TEST CASE 23)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D3
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE23
231,  4.5, 10.
232,  5.5, 10.
233,  5.5, 11.
234,  4.5, 11. 
*NSET,NSET=RIGHT
232,233
*ELEMENT,TYPE=M3D3,ELSET=BASE23
207,231,233,234
208,231,232,233
*MEMBRANE SECTION,ELSET=BASE23,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB23,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE23,
**
*********************
****
** TEST CASE 24)
** LOADING: UNIAXIAL IN DIRECTION OF REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S3R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
** 
**
*NODE,NSET=CASE24
301,  0., 12.
302,  1., 12.
303,  1., 13.
304,  0., 13. 
*NSET,NSET=RIGHT
302,303
*ELEMENT,TYPE=S3R,ELSET=BASE24
301, 301,302,304
302, 302,303,304
*SHELL SECTION,ELSET=BASE24,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB24,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE24,
**
**
** TEST CASE 25)
** LOADING: UNIAXIAL IN DIRECTION NORMAL TO REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S3R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE25
311,  1.5, 12.
312,  2.5, 12.
313,  2.5, 13.
314,  1.5, 13. 
*NSET,NSET=RIGHT
312,313
*ELEMENT,TYPE=S3R,ELSET=BASE25
303, 311,312,314
304, 312,313,314
*SHELL SECTION,ELSET=BASE25,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB25,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE25,
**
**
** TEST CASE 26)
** LOADING: SIMPLE SHEAR CAUSING NO STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S3R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE26
321,  3, 12.
322,  4, 12.
323,  4, 13.
324,  3, 13. 
*NSET,NSET=RIGHT
322,323
*ELEMENT,TYPE=S3R,ELSET=BASE26
305,321,323,324
306,321,322,323
*SHELL SECTION,ELSET=BASE26,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB26,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE26,
**
**
** TEST CASE 27)
** LOADING: SIMPLE SHEAR CAUSING STRAIN IN REBAR
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S3R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0. 
** 
**
*NODE,NSET=CASE27
331,  4.5, 12.
332,  5.5, 12.
333,  5.5, 13.
334,  4.5, 13. 
*NSET,NSET=RIGHT
332,333
*ELEMENT,TYPE=S3R,ELSET=BASE27
307,331,333,334
308,331,332,333
*SHELL SECTION,ELSET=BASE27,MATERIAL=BASE
1.0, 
*REBAR LAYER
REB27,.5,1,,REBAR,0.0,1
*ELSET,ELSET=EALL
BASE27,
*********************
**************
** LOAD CASES **
****************
*MATERIAL,NAME=BASE
*ELASTIC
1.E4, 0.0
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR
*ELASTIC
2.E4, 
*DENSITY
1.E-4, 
*AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP
0.0,0.0,.01,1.0
**
*STEP
*DYNAMIC,EXPLICIT
,.01
**
** TEST CASE 1)
**
*BOUNDARY,AMPLITUDE=SMOOTH
11, 1,1
12, 1,1,.05
13, 1,1,.05  
14, 1,1
CASE1, 2,2
**
** TEST CASE 2)
**
*BOUNDARY,AMPLITUDE=SMOOTH
21, 2,2
22, 2,2
23, 2,2,.05  
24, 2,2,.05  
CASE2, 1,1
**
** TEST CASE 3)
**
*BOUNDARY,AMPLITUDE=SMOOTH
31, 1,1
32, 1,1
33, 1,1,.05  
34, 1,1,.05  
CASE3, 2,2
**
** TEST CASE 4)
**
*BOUNDARY,AMPLITUDE=SMOOTH
41, 2,2
42, 2,2,.05
43, 2,2,.05  
44, 2,2
CASE4, 1,1
**
** TEST CASE 5)
**
*BOUNDARY,AMPLITUDE=SMOOTH
51, 1,1
52, 1,1,.05
53, 1,1,.05  
54, 1,1
CASE5, 2,2
**
** TEST CASE 6)
**
*BOUNDARY,AMPLITUDE=SMOOTH
61, 2,2
62, 2,2
63, 2,2,.05  
64, 2,2,.05  
CASE6, 1,1
**
** TEST CASE 7)
**
*BOUNDARY,AMPLITUDE=SMOOTH
71, 1,1
72, 1,1
73, 1,1,.05  
74, 1,1,.05  
CASE7, 2,2
**
** TEST CASE 8)
**
*BOUNDARY,AMPLITUDE=SMOOTH
81, 2,2
82, 2,2,.05
83, 2,2,.05  
84, 2,2
CASE8, 1,1
**
** TEST CASE 9)
**
*BOUNDARY,AMPLITUDE=SMOOTH
91, 1,1
92, 1,1,.05
93, 1,1,.05  
94, 1,1
CASE9, 2,2
**
** TEST CASE 10)
**
*BOUNDARY,AMPLITUDE=SMOOTH
101, 2,2
102, 2,2
103, 2,2,.05  
104, 2,2,.05  
CASE10, 1,1
**
** TEST CASE 11)
**
*BOUNDARY,AMPLITUDE=SMOOTH
111, 1,1
112, 1,1
113, 1,1,.05  
114, 1,1,.05  
CASE11, 2,2
**
** TEST CASE 12)
**
*BOUNDARY,AMPLITUDE=SMOOTH
121, 2,2
122, 2,2,.05
123, 2,2,.05  
124, 2,2
CASE12, 1,1
**
** TEST CASE 13)
**
*BOUNDARY,AMPLITUDE=SMOOTH
131, 1,1
132, 1,1,.05
133, 1,1,.05  
134, 1,1
CASE13, 2,2
**
** TEST CASE 14)
**
*BOUNDARY,AMPLITUDE=SMOOTH
141, 2,2
142, 2,2
143, 2,2,.05  
144, 2,2,.05  
CASE14, 1,1
**
** TEST CASE 15)
**
*BOUNDARY,AMPLITUDE=SMOOTH
151, 1,1
152, 1,1
153, 1,1,.05  
154, 1,1,.05  
CASE15, 2,2
**
** TEST CASE 16)
**
*BOUNDARY,AMPLITUDE=SMOOTH
161, 2,2
162, 2,2,.05
163, 2,2,.05  
164, 2,2
CASE16, 1,1
**
** TEST CASE 17)
**
*BOUNDARY,AMPLITUDE=SMOOTH
171, 2,2
172, 2,2
173, 2,2,.05  
174, 2,2,.05  
CASE17, 1,1
**
** TEST CASE 18)
**
*BOUNDARY,AMPLITUDE=SMOOTH
181, 1,1
182, 1,1
183, 1,1,.05  
184, 1,1,.05  
CASE18, 2,2
**
** TEST CASE 19)
**
*BOUNDARY,AMPLITUDE=SMOOTH
191, 2,2
192, 2,2,.05
193, 2,2,.05  
194, 2,2
CASE19, 1,1
****************
**
** TEST CASE 20)
**
*BOUNDARY,AMPLITUDE=SMOOTH
201, 1,1
202, 1,1,.05
203, 1,1,.05  
204, 1,1
CASE20, 2,3
**
** TEST CASE 21)
**
*BOUNDARY,AMPLITUDE=SMOOTH
211, 2,2
212, 2,2
213, 2,2,.05  
214, 2,2,.05  
CASE21, 1,1
CASE21, 3,3
**
** TEST CASE 22)
**
*BOUNDARY,AMPLITUDE=SMOOTH
221, 1,1
222, 1,1
223, 1,1,.05  
224, 1,1,.05  
CASE22, 2,3
**
** TEST CASE 23)
**
*BOUNDARY,AMPLITUDE=SMOOTH
231, 2,2
232, 2,2,.05
233, 2,2,.05  
234, 2,2
CASE23, 1,1
CASE23, 3,3
***************
**
**
****************
**
** TEST CASE 24)
**
*BOUNDARY,AMPLITUDE=SMOOTH
301, 1,1
302, 1,1,.05
303, 1,1,.05  
304, 1,1
CASE24, 2,6
**
** TEST CASE 25)
**
*BOUNDARY,AMPLITUDE=SMOOTH
311, 2,2
312, 2,2
313, 2,2,.05  
314, 2,2,.05  
CASE25, 1,1
CASE25, 3,6
**
** TEST CASE 26)
**
*BOUNDARY,AMPLITUDE=SMOOTH
321, 1,1
322, 1,1
323, 1,1,.05  
324, 1,1,.05  
CASE26, 2,6
**
** TEST CASE 27)
**
*BOUNDARY,AMPLITUDE=SMOOTH
331, 2,2
332, 2,2,.05
333, 2,2,.05  
334, 2,2
CASE27, 1,1
CASE27, 3,6
***************
**
**
***************************************
*RESTART,TIMEMARKS=YES,WRITE,NUMBER=1
**
*FILE OUTPUT,NUMBER INTERVAL=2,TIMEMARKS=YES
*EL FILE
LE,S,
ELEN,
*NODE FILE
RF, 
*ENERGY FILE
**
*OUTPUT,FIELD,NUMBER=1
*ELEMENT OUTPUT
LE,S,ENER,ELEN
*NODE OUTPUT
RF,
*******************
*** Rebar output **
*******************
*ELSET,ELSET=REBAR_OUTPUT
BASE5,BASE6,BASE7,BASE8,
BASE17, BASE18, BASE19,
BASE20,BASE21,BASE22,BASE23,
BASE24,BASE25,BASE26,BASE27
*ELSET,ELSET=QA_TEST
REBAR_OUTPUT,
*OUTPUT, FIELD, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=REBAR_OUTPUT,REBAR
S,ENER
*ELEMENT OUTPUT,ELSET=QA_TEST,REBAR
LE,
***OUTPUT, HISTORY, TIME INTERVAL=0.001
***ELEMENT OUTPUT, ELSET=BASE5,REBAR=REB5
**LE,S,ENER
**
*END STEP