** TEST OF REBAR: UNIAXIAL IN DIRECTION OF REBAR 
   AND TEST OF MULTIPLE LOAD CASES FOR ELASTIC,HYPERELASTIC 
   BASE AND REBAR 
   ELEMENT TYPE: C3D8R,M3D4, S4R
**
** ELEMENTS TESTED: M3D4, C3D8R, S4R
** 
**             CASE 1-3:
**                ELASTIC BASE
**                ELASTIC REBAR
**
**             CASE 4-6:
**                ELASTIC BASE
**                ELASTIC/PERFECTLY PLASTIC REBAR
**
**             CASE 7-9:
**                ELASTIC/PERFECTLY PLASTIC BASE
**                ELASTIC REBAR
**
**             CASE 10-12:
**                HYPERELASTIC BASE
**                ELASTIC REBAR
**
**             CASE 13-15:
**                ELASTIC BASE
**                HYPOELASTIC REBAR
**
** ORIENTATION OF REBAR: ALONG X-DIRECTION
**  
** ANALYTIC RESULTS:
**               REBAR STRESS   REBAR STRAIN
** CASE   1-3:     975.8          4.879E-4 
** CASE   4-6:     400.0          4.879E-4 
** CASE   7-9:     975.8          4.879E-4 
** CASE 10-12:     975.8          4.879E-3 
** CASE 13-15:     975.8          4.879E-3 
**
*HEADING
 UNIAXIAL TEST OF REBAR, MATERIAL TESTS
*PREPRINT,MODEL=YES
**
**
** TEST CASE 1)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALLS
11,  0., 0.,  0.
12,  1., 0.,  0.
13,  1., 1.,  0.
14,  0., 1.,  0.
15,  0., 0.,  1.
16,  1., 0.,  1.
17,  1., 1.,  1.
18,  0., 1.,  1.
1254,           0.,           1.,          0.5
1255,           0.,           0.,          0.5
1256,           1.,           0.,          0.5
1257,           1.,           1.,          0.5
*NSET,NSET=BOT
11,12,15,16
*NSET,NSET=LEFT
11,14,15,18
*NSET,NSET=BACK
11,12,13,14
*NSET,NSET=RIGHT
12,13,16,17
*ELEMENT,TYPE=C3D8R,ELSET=SOLID1
11, 11,12,13,14,15,16,17,18
*SOLID SECTION,ELSET=SOLID1,MATERIAL=SOLID1
*ORIENTATION,NAME=REBAR1,DEFINITION=OFFSET TO NODES
2,4
3
*ELEMENT,TYPE=SFM3D4R,ELSET=SFM3D4R-1
1251,1254,1255,1256,1257
*SURFACE SECTION,ELSET=SFM3D4R-1
*REBAR LAYER,ORIENTATION=REBAR1
REB1,0.500000,1.000000,0.000000,REB1,90.000000,1
*EMBEDDED ELEMENT
1251,
**REBAR,ELEMENT=CONTINUUM,MATERIAL=REB1,NAME=REB1
**11, .5, 1.0, 90., .5, 1, 1 
*MATERIAL,NAME=SOLID1
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB1
*ELASTIC
2.E4, 
**
**
** TEST CASE 2)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
111,  2., 0.
112,  3., 0.
113,  3., 1.
114,  2., 1.
*NSET,NSET=BOT
111,112
*NSET,NSET=LEFT
111,114
*NSET,NSET=RIGHT
112,113
*ELEMENT,TYPE=M3D4,ELSET=MEMB1
111, 111,112,113,114
*MEMBRANE SECTION,ELSET=MEMB1,MATERIAL=MEMB1
1.0,
*REBAR LAYER
REB2,0.5,1.0,0,REB2,0,1
*MATERIAL,NAME=MEMB1
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB2
*ELASTIC
2.E4, 
**
**
** TEST CASE 3)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
211,  4., 0.
212,  5., 0.
213,  5., 1.
214,  4., 1.
*NSET,NSET=BOT
211,212
*NSET,NSET=LEFT
211,214
*NSET,NSET=RIGHT
212,213
*ELEMENT,TYPE=S4R,ELSET=SHELL1
211, 211,212,213,214
*SHELL SECTION,ELSET=SHELL1,MATERIAL=SHELL1
1.0,
*REBAR LAYER
REB3,0.5,1.0,0,REB3,0,1
*MATERIAL,NAME=SHELL1
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB3
*ELASTIC
2.E4, 
**
** TEST CASE 4)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC
** 
**
*NODE,NSET=NALLS
21,  0., 2.,  0.
22,  1., 2.,  0.
23,  1., 3.,  0.
24,  0., 3.,  0.
25,  0., 2.,  1.
26,  1., 2.,  1.
27,  1., 3.,  1.
28,  0., 3.,  1.
2254,           0.,           3.,          0.5
2255,           0.,           2.,          0.5
2256,           1.,           2.,          0.5
2257,           1.,           3.,          0.5
*NSET,NSET=BOT
21,22,25,26
*NSET,NSET=LEFT
21,24,25,28
*NSET,NSET=BACK
21,22,23,24
*NSET,NSET=RIGHT
22,23,26,27
*ELEMENT,TYPE=C3D8R,ELSET=SOLID2
21, 21,22,23,24,25,26,27,28
*SOLID SECTION,ELSET=SOLID2,MATERIAL=SOLID2
*ELEMENT,TYPE=SFM3D4R,ELSET=SFM3D4R-2
2251,2254,2255,2256,2257
*SURFACE SECTION,ELSET=SFM3D4R-2
*REBAR LAYER,ORIENTATION=REBAR1
REB4,0.500000,1.000000,0.000000,REB4,90.000000,1
*EMBEDDED ELEMENT
2251,
**REBAR,ELEMENT=CONTINUUM,MATERIAL=REB4,NAME=REB4
**21, .5, 1.0, 90., .5, 1, 1 
*MATERIAL,NAME=SOLID2
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB4
*ELASTIC
2.E4, 
*PLASTIC
400., 0.
**
**
** TEST CASE 5)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC
** 
**
*NODE,NSET=NALL
121,  2., 2.
122,  3., 2.
123,  3., 3.
124,  2., 3.
*NSET,NSET=BOT
121,122
*NSET,NSET=LEFT
121,124
*NSET,NSET=RIGHT
122,123
*ELEMENT,TYPE=M3D4,ELSET=MEMB2
121, 121,122,123,124
*MEMBRANE SECTION,ELSET=MEMB2,MATERIAL=MEMB2
1.0,
*REBAR LAYER
REB5,0.5,1.0,0,REB5,0,1
*MATERIAL,NAME=MEMB2
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB5
*ELASTIC
2.E4, 
*PLASTIC
400., 0.
**
**
** TEST CASE 6)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC
** 
**
*NODE,NSET=NALL
221,  4., 2.
222,  5., 2.
223,  5., 3.
224,  4., 3.
*NSET,NSET=BOT
221,222
*NSET,NSET=LEFT
221,224
*NSET,NSET=RIGHT
222,223
*ELEMENT,TYPE=S4R,ELSET=SHELL2
221, 221,222,223,224
*SHELL SECTION,ELSET=SHELL2,MATERIAL=SHELL2
1.0,
*REBAR LAYER
REB6,0.5,1.0,0,REB6,0,1
*MATERIAL,NAME=SHELL2
*ELASTIC
1.E4, 0.25
*MATERIAL,NAME=REB6
*ELASTIC
2.E4, 
*PLASTIC
400., 0.
**
** TEST CASE 7)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALLS
31,  0., 4.,  0.
32,  1., 4.,  0.
33,  1., 5.,  0.
34,  0., 5.,  0.
35,  0., 4.,  1.
36,  1., 4.,  1.
37,  1., 5.,  1.
38,  0., 5.,  1.
3254,           0.,           5.,          0.5
3255,           0.,           4.,          0.5
3256,           1.,           4.,          0.5
3257,           1.,           5.,          0.5
*NSET,NSET=BOT
31,32,35,36
*NSET,NSET=LEFT
31,34,35,38
*NSET,NSET=BACK
31,32,33,34
*NSET,NSET=RIGHT
32,33,36,37
*ELEMENT,TYPE=C3D8R,ELSET=SOLID3
31, 31,32,33,34,35,36,37,38
*SOLID SECTION,ELSET=SOLID3,MATERIAL=SOLID3
1.0,
*ELEMENT,TYPE=SFM3D4R,ELSET=SFM3D4R-3
3251,3254,3255,3256,3257
*SURFACE SECTION,ELSET=SFM3D4R-3
*REBAR LAYER,ORIENTATION=REBAR1
REB7,0.500000,1.000000,0.000000,REB7,90.000000,1
*EMBEDDED ELEMENT
3251, 
**REBAR,ELEMENT=CONTINUUM,MATERIAL=REB7,NAME=REB7
**31, .5, 1.0, 90., .5, 1, 1 
*MATERIAL,NAME=SOLID3
*ELASTIC
1.E4, 0.25
*PLASTIC
400., 0.
*MATERIAL,NAME=REB7
*ELASTIC
2.E4, 
**
**
** TEST CASE 8)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
131,  2., 4.
132,  3., 4.
133,  3., 5.
134,  2., 5.
*NSET,NSET=BOT
131,132
*NSET,NSET=LEFT
131,134
*NSET,NSET=RIGHT
132,133
*ELEMENT,TYPE=M3D4,ELSET=MEMB3
131, 131,132,133,134
*MEMBRANE SECTION,ELSET=MEMB3,MATERIAL=MEMB3
1.0,
*REBAR LAYER
REB8,0.5,1.0,0,REB8,0,1
*MATERIAL,NAME=MEMB3
*ELASTIC
1.E4, 0.25
*PLASTIC
400., 0.
*MATERIAL,NAME=REB8
*ELASTIC
2.E4, 
**
**
** TEST CASE 9)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
231,  4., 4.
232,  5., 4.
233,  5., 5.
234,  4., 5.
*NSET,NSET=BOT
231,232
*NSET,NSET=LEFT
231,234
*NSET,NSET=RIGHT
232,233
*ELEMENT,TYPE=S4R,ELSET=SHELL3
231, 231,232,233,234
*SHELL SECTION,ELSET=SHELL3,MATERIAL=SHELL3
1.0,
*REBAR LAYER
REB9,0.5,1.0,0,REB9,0,1
*MATERIAL,NAME=SHELL3
*ELASTIC
1.E4, 0.25
*PLASTIC
400., 0.
*MATERIAL,NAME=REB9
*ELASTIC
2.E4, 
**
** TEST CASE 10)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: HYPERELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALLS
41,  0., 6.,  0.
42,  1., 6.,  0.
43,  1., 7.,  0.
44,  0., 7.,  0.
45,  0., 6.,  1.
46,  1., 6.,  1.
47,  1., 7.,  1.
48,  0., 7.,  1.
4254,           0.,           7.,          0.5
4255,           0.,           6.,          0.5
4256,           1.,           6.,          0.5
4257,           1.,           7.,          0.5
*NSET,NSET=BOT
41,42,45,46
*NSET,NSET=LEFT
41,44,45,48
*NSET,NSET=BACK
41,42,43,44
*NSET,NSET=RIGHT
42,43,46,47
*ELEMENT,TYPE=C3D8R,ELSET=SOLID4
41, 41,42,43,44,45,46,47,48
*SOLID SECTION,ELSET=SOLID4,MATERIAL=SOLID4
*ELEMENT,TYPE=SFM3D4R,ELSET=SFM3D4R-4
4251,4254,4255,4256,4257
*SURFACE SECTION,ELSET=SFM3D4R-4
*REBAR LAYER,ORIENTATION=REBAR1
REB10,0.500000,1.000000,0.000000,REB10,90.000000,1
*EMBEDDED ELEMENT
4251,
**REBAR,ELEMENT=CONTINUUM,MATERIAL=REB10,NAME=REB10
**41, .5, 1.0, 90., .5, 1, 1 
*MATERIAL,NAME=SOLID4
*HYPERELASTIC,N=1
1342.0, 336.0, 1.2E-5
*MATERIAL,NAME=REB10
*ELASTIC
2.E4, 
**
**
** TEST CASE 11)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4
** BASE MATERIAL: HYPERELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
141,  2., 6.
142,  3., 6.
143,  3., 7.
144,  2., 7.
*NSET,NSET=BOT
141,142
*NSET,NSET=LEFT
141,144
*NSET,NSET=RIGHT
142,143
*ELEMENT,TYPE=M3D4,ELSET=MEMB4
141, 141,142,143,144
*MEMBRANE SECTION,ELSET=MEMB4,MATERIAL=MEMB4
1.0,
*REBAR LAYER
REB11,0.5,1.0,0,REB11,0,1
*MATERIAL,NAME=MEMB4
*HYPERELASTIC,N=1
1342.0, 336.0, 1.2E-5
*MATERIAL,NAME=REB11
*ELASTIC
2.E4, 
**
**
** TEST CASE 12)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: HYPERELASTIC
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
241,  4., 6.
242,  5., 6.
243,  5., 7.
244,  4., 7.
*NSET,NSET=BOT
241,242
*NSET,NSET=LEFT
241,244
*NSET,NSET=RIGHT
242,243
*ELEMENT,TYPE=S4R,ELSET=SHELL4
241, 241,242,243,244
*SHELL SECTION,ELSET=SHELL4,MATERIAL=SHELL4
1.0,
*REBAR LAYER
REB12,0.5,1.0,0,REB12,0,1
*MATERIAL,NAME=SHELL4
*HYPERELASTIC,N=1
1342.0, 336.0, 1.2E-5
*MATERIAL,NAME=REB12
*ELASTIC
2.E4, 
**
** TEST CASE 13)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: HYPOELASTIC
** 
**
*NODE,NSET=NALLS
51,  0., 8.,  0.
52,  1., 8.,  0.
53,  1., 9.,  0.
54,  0., 9.,  0.
55,  0., 8.,  1.
56,  1., 8.,  1.
57,  1., 9.,  1.
58,  0., 9.,  1.
5254,           0.,           9.,          0.5
5255,           0.,           8.,          0.5
5256,           1.,           8.,          0.5
5257,           1.,           9.,          0.5
*NSET,NSET=BOT
51,52,55,56
*NSET,NSET=LEFT
51,54,55,58
*NSET,NSET=BACK
51,52,53,54
*NSET,NSET=RIGHT
52,53,56,57
*ELEMENT,TYPE=C3D8R,ELSET=SOLID5
51, 51,52,53,54,55,56,57,58
*SOLID SECTION,ELSET=SOLID5,MATERIAL=SOLID5
*ELEMENT,TYPE=SFM3D4R,ELSET=SFM3D4R-5
5251,5254,5255,5256,5257
*SURFACE SECTION,ELSET=SFM3D4R-5
*REBAR LAYER,ORIENTATION=REBAR1
REB13,0.500000,1.000000,0.000000,REB13,90.000000,1
*EMBEDDED ELEMENT
5251,
**REBAR,ELEMENT=CONTINUUM,MATERIAL=REB13,NAME=REB13
**51, .5, 1.0, 90., .5, 1, 1 
*MATERIAL,NAME=SOLID5
*ELASTIC
1.E4, 
*MATERIAL,NAME=REB13
*HYPOELASTIC
2.E4,.499, 0., .75, -.25
2.E4,.499, 0., .75,  .25
**
**
** TEST CASE 14)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: HYPOELASTIC
** 
**
*NODE,NSET=NALL
151,  2., 8.
152,  3., 8.
153,  3., 9.
154,  2., 9.
*NSET,NSET=BOT
151,152
*NSET,NSET=LEFT
151,154
*NSET,NSET=RIGHT
152,153
*ELEMENT,TYPE=M3D4R,ELSET=MEMB5
151, 151,152,153,154
*MEMBRANE SECTION,ELSET=MEMB5,MATERIAL=MEMB5
1.0,
*REBAR LAYER
REB14,0.5,1.0,0,REB14,0,1 
*MATERIAL,NAME=MEMB5
*ELASTIC
1.E4, 
*MATERIAL,NAME=REB14
*HYPOELASTIC
2.E4,.499, 0., .75, -.25
2.E4,.499, 0., .75,  .25
**
**
** TEST CASE 15)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDSURFACE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: HYPOELASTIC
** 
**
*NODE,NSET=NALL
251,  4., 8.
252,  5., 8.
253,  5., 9.
254,  4., 9.
*NSET,NSET=BOT
251,252
*NSET,NSET=LEFT
251,254
*NSET,NSET=RIGHT
252,253
*ELEMENT,TYPE=S4R,ELSET=SHELL5
251, 251,252,253,254
*SHELL SECTION,ELSET=SHELL5,MATERIAL=SHELL5
1.0,
*REBAR LAYER
REB15,0.5,1.0,0,REB15,0,1
*MATERIAL,NAME=SHELL5
*ELASTIC
1.E4, 
*MATERIAL,NAME=REB15
*HYPOELASTIC
2.E4,.499, 0., .75, -.25
2.E4,.499, 0., .75,  .25
**
*ELSET,ELSET=EALL
SOLID1,SOLID2,SOLID3,SOLID4,SOLID5
MEMB1,MEMB2,MEMB3,MEMB4,MEMB5
SHELL1,SHELL2,SHELL3,SHELL4,SHELL5
**

*STEP,NLGEOM
*STATIC,DIRECT
.2,1.
*BOUNDARY
NALL,2,6
NALLS,2,6
LEFT, 1
RIGHT,1,1,.05
**
*RESTART,WRITE,FREQ=99
*NODE PRINT,FREQ=0
**
**
** TEST CASE 1)
**
*EL PRINT,ELSET=SOLID1,REBAR=REB1,FREQ=99
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SFM3D4R-1,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 2)
**
*EL PRINT,ELSET=MEMB1,REBAR=REB2,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=MEMB1,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 3)
**
*EL PRINT,ELSET=SHELL1,REBAR=REB3,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SHELL1,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 4)
**
*EL PRINT,ELSET=SOLID2,REBAR=REB4,FREQ=99
S,E,EE,PE11,SENER,IVOL,RBFOR
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SFM3D4R-2,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 5)
**
*EL PRINT,ELSET=MEMB2,REBAR=REB5,FREQ=99
S,E,EE,PE11,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=MEMB2,REBAR
S,E,PE,EE,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 6)
**
*EL PRINT,ELSET=SHELL2,REBAR=REB6,FREQ=99
S,E,EE,PE11,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SHELL2,REBAR
S,E,PE,EE,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 7)
**
*EL PRINT,ELSET=SOLID3,REBAR=REB7,FREQ=99
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SFM3D4R-3,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 8)
**
*EL PRINT,ELSET=MEMB3,REBAR=REB8,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=MEMB3,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 9)
**
*EL PRINT,ELSET=SHELL3,REBAR=REB9,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SHELL3,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 10)
**
*EL PRINT,ELSET=SOLID4,REBAR=REB10,FREQ=99
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SFM3D4R-4,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 11)
**
*EL PRINT,ELSET=MEMB4,REBAR=REB11,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=MEMB4,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 12)
**
*EL PRINT,ELSET=SHELL4,REBAR=REB12,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SHELL4,REBAR
S,E,ENER,IVOL,RBFOR,RBANG

**
** TEST CASE 13)
**
*EL PRINT,ELSET=SOLID5,REBAR=REB13,FREQ=99
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SFM3D4R-5,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 14)
**
*EL PRINT,ELSET=MEMB5,REBAR=REB14,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=MEMB5,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 15)
**
*EL PRINT,ELSET=SHELL5,REBAR=REB15,FREQ=99
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT,ELSET=SHELL5,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
*END STEP

****************
** LOAD CASES **
****************
*STEP,PERTURBATION
*STATIC
.2,1.
*LOAD CASE,name=uniaxial tension-1
*BOUNDARY
NALL,3,6
LEFT, 1
BOT,  2
BACK, 3
RIGHT,1,1,.05
*END LOAD CASE
*LOAD CASE,name=uniaxial tension-2
*BOUNDARY
NALL,3,6
LEFT, 1
BOT,  2
BACK, 3
RIGHT,1,1,.03
*END LOAD CASE
**
*RESTART,WRITE
*NODE PRINT,FREQ=0
**
**
** TEST CASE 1)
**
*EL PRINT,ELSET=SOLID1,REBAR=REB1
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SFM3D4R-1,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 2)
**
*EL PRINT,ELSET=MEMB1,REBAR=REB2
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB1,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 3)
**
*EL PRINT,ELSET=SHELL1,REBAR=REB3
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SHELL1,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 4)
**
*EL PRINT,ELSET=SOLID2,REBAR=REB4
S,E,EE,PE11,SENER,IVOL,RBFOR
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SFM3D4R-2,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 5)
**
*EL PRINT,ELSET=MEMB2,REBAR=REB5
S,E,EE,PE11,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
* ELEMENT OUTPUT,ELSET=MEMB2,REBAR
S,E,PE,EE,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 6)
**
*EL PRINT,ELSET=SHELL2,REBAR=REB6
S,E,EE,PE11,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SHELL2,REBAR
S,E,PE,EE,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 7)
**
*EL PRINT,ELSET=SOLID3,REBAR=REB7
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SFM3D4R-3,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 8)
**
*EL PRINT,ELSET=MEMB3,REBAR=REB8
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB3,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 9)
**
*EL PRINT,ELSET=SHELL3,REBAR=REB9
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SHELL3,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 10)
**
*EL PRINT,ELSET=SOLID4,REBAR=REB10
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SFM3D4R-4,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 11)
**
*EL PRINT,ELSET=MEMB4,REBAR=REB11
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB4,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 12)
**
*EL PRINT,ELSET=SHELL4,REBAR=REB12
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SHELL4,REBAR
S,E,ENER,IVOL,RBFOR,RBANG

**
** TEST CASE 13)
**
*EL PRINT,ELSET=SOLID5,REBAR=REB13
S,E,SENER,IVOL,RBFOR
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SFM3D4R-5,REBAR
S,E,ENER,IVOL,RBFOR
**
** TEST CASE 14)
**
*EL PRINT,ELSET=MEMB5,REBAR=REB14
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB5,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
**
** TEST CASE 15)
**
*EL PRINT,ELSET=SHELL5,REBAR=REB15
S,E,SENER,IVOL,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=SHELL5,REBAR
S,E,ENER,IVOL,RBFOR,RBANG
*END STEP