** TESTS OF REBAR: UNIAXIAL ALONG X-DIRECTION 
**                 ELASTIC BASE
**                 ELASTIC REBAR
** TESTS 1-3, 6-8
**
** ORIENTATION OF REBAR: ALONG X-AXIS 
**   
** LOADING: DISPLACEMENT ALONG X-AXIS 
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           13863.         .6931
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 1732.8
**
** TEST 4, 9
** ORIENTATION OF REBAR: +/- 30 DEGREES
** LOADING: DISPLACEMENT ALONG X-AXIS 
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           11786.         .5893
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 2720.0, Fy=453.3
**
** TEST 5, 10
** ORIENTATION OF REBAR: 90 DEGREES
** LOADING: DISPLACEMENT ALONG X-AXIS 
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           0.             0.
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 0., Fy=0.
**
*HEADING
**
** TEST CASE 1)
** REBAR: REBAR ANGLE, 0 DEGREES
** ELEMENT TYPE: SC8R
** 
**
*NODE,NSET=NALL
11,  0., 0.
12,  1., 0.
13,  1., 1.
14,  0., 1.
1011,  0., 0., 1.0
1012,  1., 0., 1.0
1013,  1., 1., 1.0
1014,  0., 1., 1.0
*NSET,NSET=BOT
11,12
1011,1012
*NSET,NSET=LEFT
11,14
1011,1014
*NSET,NSET=RIGHT
12,13
1012,1013
*NSET,NSET=TOP
13,14
1013,1014
*ELEMENT,TYPE=SC8R,ELSET=SHELL1
11, 11,12,13,14, 1011,1012,1013,1014
*SHELL SECTION,ELSET=SHELL1,MATERIAL=BASE, THICKNESS MODULUS=84.77970628, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR1,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL1,
**
**
** TEST CASE 2)
** REBAR: REBAR ANGLE 0
** ELEMENT TYPE: SC8R
**
*NODE,NSET=NALL
21,  2., 0.
22,  3., 0.
23,  3., 1.
24,  2., 1.
1021,  2., 0., 1.0
1022,  3., 0., 1.0
1023,  3., 1., 1.0
1024,  2., 1., 1.0
*NSET,NSET=BOT
21,22
1021,1022
*NSET,NSET=TOP
23,24
1023,1024
*NSET,NSET=LEFT
21,24
1021,1024
*NSET,NSET=RIGHT
22,23
1022,1023
*ELEMENT,TYPE=SC8R,ELSET=SHELL2
21, 21,22,23,24, 1021,1022,1023,1024
*SHELL SECTION,ELSET=SHELL2,MATERIAL=BASE, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR2,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL2,
**
**
** TEST CASE 3)
** REBAR: REBAR ANGLE 0.0
** ELEMENT TYPE: SC8R
**
*NODE,NSET=NALL
31,  4., 0.
32,  5., 0.
33,  5., 1.
34,  4., 1.
1031,  4., 0., 1.0
1032,  5., 0., 1.0
1033,  5., 1., 1.0
1034,  4., 1., 1.0
*NSET,NSET=BOT
31,32
1031,1032
*NSET,NSET=TOP
33,34
1033,1034
*NSET,NSET=LEFT
31,34
1031,1034
*NSET,NSET=RIGHT
32,33
1032,1033
*ELEMENT,TYPE=SC8R,ELSET=SHELL3
31, 32,33,34,31, 1032,1033,1034,1031
*SHELL SECTION,ELSET=SHELL3,MATERIAL=BASE, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR3,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL3,
**
**
** TEST CASE 4)
** REBAR: REBAR ANGLE +/- 30 DEGREES
** ELEMENT TYPE: SC8R
**
*NODE,NSET=NALL
41,  6., 0.
42,  7., 0.
43,  7., 1.
44,  6., 1.
1041,  6., 0., 1.0
1042,  7., 0., 1.0
1043,  7., 1., 1.0
1044,  6., 1., 1.0
*NSET,NSET=BOT
41,42
1041,1042
*NSET,NSET=TOP
43,44
1043,1044
*NSET,NSET=LEFT
41,44
1041,1044
*NSET,NSET=RIGHT
42,43
1042,1043
*ELEMENT,TYPE=SC8R,ELSET=SHELL4
41, 41,42,43,44, 1041,1042,1043,1044
*SHELL SECTION,ELSET=SHELL4,MATERIAL=BASE, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR4,0.5,1.0,0.0,REBAR,-30.0,1
REBAR4_2,0.5,1.0,0.0,REBAR,30.0,1
*ELSET,ELSET=EALL
SHELL4,
**
**
** TEST CASE 5)
** REBAR: REBAR ANGLE 90 DEGREES
** ELEMENT TYPE: SC8R
**
*NODE,NSET=NALL
51,  8., 0.
52,  9., 0.
53,  9., 1.
54,  8., 1.
1051,  8., 0., 1.0
1052,  9., 0., 1.0
1053,  9., 1., 1.0
1054,  8., 1., 1.0
*NSET,NSET=BOT
51,52
1051,1052
*NSET,NSET=TOP
53,54
1053,1054
*NSET,NSET=LEFT
51,54
1051,1054
*NSET,NSET=RIGHT
52,53
1052,1053
*ELEMENT,TYPE=SC8R,ELSET=SHELL5
51, 51,52,53,54, 1051,1052,1053,1054
*SHELL SECTION,ELSET=SHELL5,MATERIAL=BASE, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR5,0.5,1.,0.0,REBAR,90.0,1
*ELSET,ELSET=EALL
SHELL5,
*HEADING
**
** TEST CASE 6)
** REBAR: REBAR ANGLE, 0 DEGREES
** ELEMENT TYPE: SC8R, NODAL THICKNESS
** 
**
*NODE,NSET=NALL
61,  0., 2., -0.25
62,  1., 2., -0.75
63,  1., 3., -0.75
64,  0., 3., -0.25
1061,  0., 2.,  0.25
1062,  1., 2.,  0.75
1063,  1., 3.,  0.75
1064,  0., 3.,  0.25
*NSET,NSET=BOT
61,62
1061,1062
*NSET,NSET=LEFT
61,64
1061,1064
*NSET,NSET=RIGHT
62,63
1062,1063
*NSET,NSET=TOP
63,64
1063,1064
*ELEMENT,TYPE=SC8R,ELSET=SHELL6
61, 61,62,63,64, 1061,1062,1063,1064
*SHELL SECTION,ELSET=SHELL6,MATERIAL=BASE,NODAL THICKNESS, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR6,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL6,
*NODAL THICKNESS
61,  .5
62, 1.5
63, 1.5
64,  .5
**
**
** TEST CASE 7)
** REBAR ANGLE 0.0
** ELEMENT TYPE: SC8R, COMPOSITE
**
*NODE,NSET=NALL
71,  2., 2.
72,  3., 2.
73,  3., 3.
74,  2., 3.
1071,  2., 2., 1.0
1072,  3., 2., 1.0
1073,  3., 3., 1.0
1074,  2., 3., 1.0
*NSET,NSET=BOT
71,72
1071,1072
*NSET,NSET=TOP
73,74
1073,1074
*NSET,NSET=LEFT
71,74
1071,1074
*NSET,NSET=RIGHT
72,73
1072,1073
*ELEMENT,TYPE=SC8R,ELSET=SHELL7
71, 71,72,73,74, 1071,1072,1073,1074
*SHELL SECTION,ELSET=SHELL7,COMPOSITE, THICKNESS MODULUS=127.0, POISSON=0.498
.25, 3, BASE
.50, 5, BASE
.25, 3, BASE
*REBAR LAYER
REBAR7,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL7,
**
**
** TEST CASE 8)
** REBAR: ISOPARAMETRIC, SIDE 2
** ELEMENT TYPE: SC8R, COMPOSITE, NODAL THICKNESS
**
*NODE,NSET=NALL
81,  4., 2., -0.25
82,  5., 2., -0.75
83,  5., 3., -0.75
84,  4., 3., -0.25
1081,  4., 2.,  0.25
1082,  5., 2.,  0.75
1083,  5., 3.,  0.75
1084,  4., 3.,  0.25
*NSET,NSET=BOT
81,82
1081,1082
*NSET,NSET=TOP
83,84
1083,1084
*NSET,NSET=LEFT
81,84
1081,1084
*NSET,NSET=RIGHT
82,83
1082,1083
*ELEMENT,TYPE=SC8R,ELSET=SHELL8
81, 82,83,84,81, 1082,1083,1084,1081
*SHELL SECTION,ELSET=SHELL8,COMPOSITE,NODAL THICKNESS, THICKNESS MODULUS=127.0, POISSON=0.498
.125, 3, BASE
.250, 5, BASE
.125, 3, BASE
*REBAR LAYER
REBAR8,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL8,
*NODAL THICKNESS
81,  .5
82, 1.5
83, 1.5
84,  .5
**
**
** TEST CASE 9)
** REBAR ANGLE +/- 30 DEGREES
** ELEMENT TYPE: SC8R, SHELL OFFSET
**
*NODE,NSET=NALL
91,  6., 2.
92,  7., 2.
93,  7., 3.
94,  6., 3.
1091,  6., 2., 1.0
1092,  7., 2., 1.0
1093,  7., 3., 1.0
1094,  6., 3., 1.0
*NSET,NSET=BOT
91,92
1091,1092
*NSET,NSET=TOP
93,94
1093,1094
*NSET,NSET=LEFT
91,94
1091,1094
*NSET,NSET=RIGHT
92,93
1092,1093
*ELEMENT,TYPE=SC8R,ELSET=SHELL9
91, 91,92,93,94, 1091,1092,1093,1094
*SHELL SECTION,ELSET=SHELL9,MATERIAL=BASE,OFFSET=0., THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR9,0.5,1.0,0.0,REBAR,-30.0,1
REBAR9_2,0.5,1.0,0.0,REBAR,30.0,1
*ELSET,ELSET=EALL
SHELL9,
**
**
** TEST CASE 10)
** REBAR ANGLE: 90 DEGREES
** ELEMENT TYPE: SC8R, SHELL OFFSET,NODAL THICKNESS
**
*NODE,NSET=NALL
101,  8., 2., -0.25
102,  9., 2., -0.75
103,  9., 3., -0.75
104,  8., 3., -0.25
1101,  8., 2.,  0.25
1102,  9., 2.,  0.75
1103,  9., 3.,  0.75
1104,  8., 3.,  0.25
*NSET,NSET=BOT
101,102
1101,1102
*NSET,NSET=TOP
103,104
1103,1104
*NSET,NSET=LEFT
101,104
1101,1104
*NSET,NSET=RIGHT
102,103
1102,1103
*ELEMENT,TYPE=SC8R,ELSET=SHELL10
101, 101,102,103,104, 1101,1102,1103,1104
*SHELL SECTION,ELSET=SHELL10,MATERIAL=BASE,OFFSET=0.,NODAL THICKNESS, THICKNESS MODULUS=127.0, POISSON=0.498
1.0, 
*REBAR LAYER
REBAR10,0.5,1.0,0.0,REBAR,90.0,1
*ELSET,ELSET=EALL
SHELL10,
*ELSET, ELSET=QA_TEST
EALL,
*NODAL THICKNESS
101,  .5
102, 1.5
103, 1.5
104,  .5
**
**
*NSET, NSET=NNEG, GEN
11, 14
21, 24
31, 34
41, 44
51, 54
61, 64
71, 74
81, 84
91, 94
101, 104
*NSET, NSET=NPOS, GEN
1011, 1014
1021, 1024
1031, 1034
1041, 1044
1051, 1054
1061, 1064
1071, 1074
1081, 1084
1091, 1094
1101, 1104
** Set the mid-plane displacements in 
** 3-direction to zero.
*EQUATION
2, 
NPOS, 3, 1.0, NNEG, 3, 1.0
*MATERIAL,NAME=BASE
*ELASTIC
1., 0.498
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR
*ELASTIC
2.E4, 
*DENSITY
1.E-4, 
******************
** LOAD AXIALLY **
******************
*AMPLITUDE,NAME=SMOOTH, DEFINITION=SMOOTH STEP
0.0,0.0,.02,1.0
*STEP
*DYNAMIC,EXPLICIT
,.02
*BOUNDARY,AMPLITUDE=SMOOTH
NALL,2,2
NALL,4,6
LEFT,1
RIGHT,1,1, 1.0
**
*RESTART,WRITE,NUMBER INTERVAL=1
*FILE OUTPUT,TIMEMARKS=YES,NUMBER INTERVAL=1
*EL FILE
S,LE,ENER,RBFOR,RBANG,RBROT
ELEN, 
*NODE FILE
RF, 
*OUTPUT,FIELD,NUMBER INTERVAL=10
*ELEMENT OUTPUT,REBAR
LE,S,RBFOR,RBANG
*NODE OUTPUT
*OUTPUT,FIELD,NUMBER INTERVAL=1
*ELEMENT OUTPUT, REBAR, ELSET=QA_TEST
RBFOR,
*NODE OUTPUT
***********************************************
*OUTPUT,HISTORY,TIME INTERVAL=0.02
*ENERGY OUTPUT, VAR=ALL
***********************************************
*END STEP