** 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           1906.2         .09531
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 433.2
**
** TEST 4, 9
** ORIENTATION OF REBAR: +/- 30 DEGREES
** LOADING: DISPLACEMENT ALONG X-AXIS 
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           1430.         .07148
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 487.5, Fy=178.75
**
** 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, 0 DEGREES
** ELEMENT TYPE: S4RSW
** 
**
*NODE,NSET=NALL
11,  0., 0.
12,  1., 0.
13,  1., 1.
14,  0., 1.
*NSET,NSET=BOT
11,12
*NSET,NSET=LEFT
11,14
*NSET,NSET=RIGHT
12,13
*NSET,NSET=TOP
13,14
*ELEMENT,TYPE=S4RSW,ELSET=SHELL1
11, 11,12,13,14
*SHELL SECTION,ELSET=SHELL1,MATERIAL=BASE
1.0, 
*REBAR LAYER
REBAR1,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL1,
**
**
** TEST CASE 2)
** REBAR: 0 DEGREES
** ELEMENT TYPE: S4RSW
**
*NODE,NSET=NALL
21,  2., 0.
22,  3., 0.
23,  3., 1.
24,  2., 1.
*NSET,NSET=BOT
21,22
*NSET,NSET=TOP
23,24
*NSET,NSET=LEFT
21,24
*NSET,NSET=RIGHT
22,23
*ELEMENT,TYPE=S4RSW,ELSET=SHELL2
21, 21,22,23,24
*SHELL SECTION,ELSET=SHELL2,MATERIAL=BASE
1.0, 
*REBAR LAYER
REBAR2,0.5,1.0,0.0,REBAR,0.0,1
*ELSET,ELSET=EALL
SHELL2,
**
**
** TEST CASE 3)
** REBAR: 0 DEGREES
** ELEMENT TYPE: S4RSW
**
*NODE,NSET=NALL
31,  4., 0.
32,  5., 0.
33,  5., 1.
34,  4., 1.
*NSET,NSET=BOT
31,32
*NSET,NSET=TOP
33,34
*NSET,NSET=LEFT
31,34
*NSET,NSET=RIGHT
32,33
*ELEMENT,TYPE=S4RSW,ELSET=SHELL3
31, 32,33,34,31
*SHELL SECTION,ELSET=SHELL3,MATERIAL=BASE
1.0,
*REBAR LAYER
REBAR3,0.5,1.0,0.0,REBAR,0.0,1 
*ELSET,ELSET=EALL
SHELL3,
**
**
** TEST CASE 4)
** REBAR: +/- 30 DEGREES
** ELEMENT TYPE: S4RSW
**
*NODE,NSET=NALL
41,  6., 0.
42,  7., 0.
43,  7., 1.
44,  6., 1.
*NSET,NSET=BOT
41,42
*NSET,NSET=TOP
43,44
*NSET,NSET=LEFT
41,44
*NSET,NSET=RIGHT
42,43
*ELEMENT,TYPE=S4RSW,ELSET=SHELL4
41, 41,42,43,44
*SHELL SECTION,ELSET=SHELL4,MATERIAL=BASE
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: 90 DEGREES
** ELEMENT TYPE: S4RSW
**
*NODE,NSET=NALL
51,  8., 0.
52,  9., 0.
53,  9., 1.
54,  8., 1.
*NSET,NSET=BOT
51,52
*NSET,NSET=TOP
53,54
*NSET,NSET=LEFT
51,54
*NSET,NSET=RIGHT
52,53
*ELEMENT,TYPE=S4RSW,ELSET=SHELL5
51, 51,52,53,54
*SHELL SECTION,ELSET=SHELL5,MATERIAL=BASE
1.0, 
*REBAR LAYER
REBAR5,0.5,1.0,0.0,REBAR,90.0,1
*ELSET,ELSET=EALL
SHELL5,
*HEADING
**
** TEST CASE 6)
** REBAR: REBAR, 0 DEGREES
** ELEMENT TYPE: S4RSW, NODAL THICKNESS
** 
**
*NODE,NSET=NALL
61,  0., 2.
62,  1., 2.
63,  1., 3.
64,  0., 3.
*NSET,NSET=BOT
61,62
*NSET,NSET=LEFT
61,64
*NSET,NSET=RIGHT
62,63
*NSET,NSET=TOP
63,64
*ELEMENT,TYPE=S4RSW,ELSET=SHELL6
61, 61,62,63,64
*SHELL SECTION,ELSET=SHELL6,MATERIAL=BASE,NODAL THICKNESS
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: 0 DEGREES
** ELEMENT TYPE: S4RSW, COMPOSITE
**
*NODE,NSET=NALL
71,  2., 2.
72,  3., 2.
73,  3., 3.
74,  2., 3.
*NSET,NSET=BOT
71,72
*NSET,NSET=TOP
73,74
*NSET,NSET=LEFT
71,74
*NSET,NSET=RIGHT
72,73
*ELEMENT,TYPE=S4RSW,ELSET=SHELL7
71, 71,72,73,74
*SHELL SECTION,ELSET=SHELL7,COMPOSITE
.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: 0 DEGREES
** ELEMENT TYPE: S4RSW, COMPOSITE, NODAL THICKNESS
**
*NODE,NSET=NALL
81,  4., 2.
82,  5., 2.
83,  5., 3.
84,  4., 3.
*NSET,NSET=BOT
81,82
*NSET,NSET=TOP
83,84
*NSET,NSET=LEFT
81,84
*NSET,NSET=RIGHT
82,83
*ELEMENT,TYPE=S4RSW,ELSET=SHELL8
81, 82,83,84,81
*SHELL SECTION,ELSET=SHELL8,COMPOSITE,NODAL THICKNESS
.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: +/- 30 DEGREES
** ELEMENT TYPE: S4RSW, SHELL OFFSET
**
*NODE,NSET=NALL
91,  6., 2.
92,  7., 2.
93,  7., 3.
94,  6., 3.
*NSET,NSET=BOT
91,92
*NSET,NSET=TOP
93,94
*NSET,NSET=LEFT
91,94
*NSET,NSET=RIGHT
92,93
*ELEMENT,TYPE=S4RSW,ELSET=SHELL9
91, 91,92,93,94
*SHELL SECTION,ELSET=SHELL9,MATERIAL=BASE,OFFSET=.25
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: 90 DEGREES
** ELEMENT TYPE: S4RSW, SHELL OFFSET, NODAL THICKNESS
**
*NODE,NSET=NALL
101,  8., 2.
102,  9., 2.
103,  9., 3.
104,  8., 3.
*NSET,NSET=BOT
101,102
*NSET,NSET=TOP
103,104
*NSET,NSET=LEFT
101,104
*NSET,NSET=RIGHT
102,103
*ELEMENT,TYPE=S4RSW,ELSET=SHELL10
101, 101,102,103,104
*SHELL SECTION,ELSET=SHELL10,MATERIAL=BASE,OFFSET=.25,NODAL THICKNESS
1.0,
*REBAR LAYER
REBAR10,0.5,1.0,0.0,REBAR,90.0,1 
*ELSET,ELSET=EALL
SHELL10,
*NODAL THICKNESS
101,  .5
102, 1.5
103, 1.5
104,  .5
**
**
*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,2,6
LEFT,1
RIGHT,1,1, .1
**
*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,HISTORY,TIME INTERVAL=0.02
*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,ELSE,SENER,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL1,REBAR=REBAR1
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL2,REBAR=REBAR2
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL3,REBAR=REBAR3
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL4,REBAR=REBAR4
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL5,REBAR=REBAR5
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL6,REBAR=REBAR6
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL7,REBAR=REBAR7
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL8,REBAR=REBAR8
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL9,REBAR=REBAR9
**S,LE,RBFOR,RBANG,RBROT
***ELEMENT OUTPUT,ELSET=SHELL10,REBAR=REBAR10
**S,LE,RBFOR,RBANG,RBROT
**
*END STEP