*HEADING
 UNIAXIAL TEST OF REBAR, MATERIAL TESTS
*PREPRINT,MODEL=YES
**
** TEST CASE 1)
** MESH: 1 ELEMENT 
** ELEMENT TYPE: M3D4R
** REBAR MATERIAL: ELASTIC
** 
**
*RESTART,WRITE
*NODE,NSET=NALL
1,  2., 0.
2,  3., 0.
3,  3., 1.
4,  2., 1.
*NSET,NSET=BOT
1,2
*NSET,NSET=LEFT
1,4
*NSET,NSET=RIGHT
2,3
*ELEMENT,TYPE=M3D4R,ELSET=MEMB1
1, 1,2,3,4
*ORIENTATION,NAME=ORIENTM1
.70711,.70711,0.,  -.70711,.70711,0.
3,0.
*MEMBRANE SECTION,ELSET=MEMB1,MATERIAL=MEMB1
1.0,
*REBAR LAYER, ORI=ORIENTM1
REBAR1,0.5,1.0,0,REBAR1,-15.0,1
*MATERIAL,NAME=MEMB1
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR1
*ELASTIC
2.E4, 
*DENSITY
1.E-4, 
**
** TEST CASE 2)
** MESH: 1 ELEMENT 
** ELEMENT TYPE: M3D4R
** REBAR MATERIAL: ELASTIC/PLASTIC
** 
**
*NODE,NSET=NALL
11,  2., 2.
12,  3., 2.
13,  3., 3.
14,  2., 3.
*NSET,NSET=BOT
11,12
*NSET,NSET=LEFT
11,14
*NSET,NSET=RIGHT
12,13
*ELEMENT,TYPE=M3D4R,ELSET=MEMB2
11, 11,12,13,14
*MEMBRANE SECTION,ELSET=MEMB2,MATERIAL=MEMB2
1.0,
*REBAR LAYER
REBAR2,0.5,1.0,0,REBAR2,0,1
*MATERIAL,NAME=MEMB2
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR2
*ELASTIC
2.E4, 
*PLASTIC
400., 0.
*DENSITY
1.E-4, 
**
** TEST CASE 3)
** MESH: 1 ELEMENT 
** ELEMENT TYPE: M3D3
** REBAR MATERIAL: ELASTIC
** 
**
*NODE,NSET=NALL
21,  2., 4.
22,  3., 4.
23,  3., 5.
24,  2., 5.
*NSET,NSET=BOT
21,22
*NSET,NSET=LEFT
21,24
*NSET,NSET=RIGHT
22,23
*ELEMENT,TYPE=M3D3,ELSET=MEMB3
21, 21,22,23
22, 21,23,24
*ORIENTATION,NAME=ORIENTM3
.70711,.70711,0.,  -.70711,.70711,0.
3,0.
*MEMBRANE SECTION,ELSET=MEMB3,MATERIAL=MEMB3
1.0,
*REBAR LAYER, ORI=ORIENTM3
REBAR3,0.5,1.0,0,REBAR3,-15.0,1
*MATERIAL,NAME=MEMB3
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR3
*ELASTIC
2.E4, 
*DENSITY
1.E-4, 
**
** TEST CASE 4)
** MESH: 1 ELEMENT 
** ELEMENT TYPE: M3D3
** REBAR MATERIAL: ELASTIC/PLASTIC
** 
**
*NODE,NSET=NALL
31,  2., 6.
32,  3., 6.
33,  3., 7.
34,  2., 7.
*NSET,NSET=BOT
31,32
*NSET,NSET=LEFT
31,34
*NSET,NSET=RIGHT
32,33
*ELEMENT,TYPE=M3D3,ELSET=MEMB4
31, 31,32,33
32, 31,33,34
*MEMBRANE SECTION,ELSET=MEMB4,MATERIAL=MEMB4
1.0,
*REBAR LAYER
REBAR4,0.5,1.0,0,REBAR4,0,1
REBAR5,0.5,1.0,0,REBAR4,0,2
*MATERIAL,NAME=MEMB4
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR4
*ELASTIC
2.E4, 
*PLASTIC
400., 0.
*DENSITY
1.E-4, 
*ELSET,ELSET=EALL
MEMB1,MEMB2, MEMB3, MEMB4
*BOUNDARY
NALL, 3
LEFT, 1
BOT,  2
*STEP
*DYNAMIC,EXPLICIT
,0.1
*BOUNDARY, TYPE=VELOCITY
RIGHT,1,1,2.5
**
** CASE 1
*EL FILE,ELSET=MEMB1
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB1,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB1
S,LE,PE,PEEQ
** CASE 2
*EL FILE,ELSET=MEMB2
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB2,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB2
S,LE,PE,PEEQ
** CASE 3
*EL FILE,ELSET=MEMB3
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB3,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB3
S,LE,PE,PEEQ
** CASE 4
*EL FILE,ELSET=MEMB4
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB4,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB4
S,LE,PE,PEEQ
*END STEP
*Step
*DYNAMIC,EXPLICIT
,0.1
*BOUNDARY, TYPE=VELOCITY
RIGHT,1,1,2.5
**
** CASE 1
*EL FILE,ELSET=MEMB1
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB1,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB1
S,LE,PE,PEEQ
** CASE 2
*EL FILE,ELSET=MEMB2
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB2,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB2
S,LE,PE,PEEQ
** CASE 3
*EL FILE,ELSET=MEMB3
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB3,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB3
S,LE,PE,PEEQ
** CASE 4
*EL FILE,ELSET=MEMB4
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=MEMB4,REBAR
S,LE,PE,PEEQ,RBFOR,RBANG,RBROT
*ELEMENT OUTPUT,ELSET=MEMB4
S,LE,PE,PEEQ
*output,field,var=preselect
*End Step