**
** TEST OF REBAR: TEMPERATURE DEPENDENCE FOR REBAR MATERIAL
**                ELASTIC/PLASTIC BASE
**                ELASTIC/PLASTIC/TEMPERATURE DEPENDENT REBAR
**                  
** 1) CPS4R
** 2) CPE4R
** 3) CAX4R
** 4) C3D8R 
** 5) M3D4R
** 6) S4R
** 7) SAX1
**  
**  ANALYTIC RESULTS: FOR ALL CASES, THE STRESS IN THE REBAR AT THE END OF THE
**                    STEP SHOULD BE 35.0
**  
*HEADING
 DATA DECK TO VERIFY TEMPERATURE DEPENDENCE OF REBAR MATERIALS
**
** TEST CASE 1)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM 
** ELEMENT TYPE: CPS4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL1
11, 0.0, 0.0
12, 1.0, 0.0
13, 1.0, 1.0
14, 0.0, 1.0
*NSET,NSET=NALL
ALL1, 
*NSET,NSET=LEFT
11,14
*NSET,NSET=RIGHT
12,13
*ELEMENT,TYPE=CPS4R,ELSET=BASE1
11,11,12,13,14
*SOLID SECTION,ELSET=BASE1, MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB1
11, .5, .5, 0., .333333, 1 
*ELSET,ELSET=EALL
BASE1, 
**
** TEST CASE 2)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL2
21,1.5,0.
22,2.5,0.
23,2.5,1.
24,1.5,1.
*NSET,NSET=NALL
ALL2, 
*NSET,NSET=LEFT
21,24
*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, .5, 0., .333333, 1 
*ELSET,ELSET=EALL
BASE2, 
**
** TEST CASE 3)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CAX4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL3
31,3.,0.
32,4.,0.
33,4.,1.
34,3.,1.
*NSET,NSET=NALL
ALL3, 
*NSET,NSET=LEFT
31,34
*NSET,NSET=RIGHT
32,33
*ELEMENT,TYPE=CAX4R,ELSET=BASE3
31,31,32,33,34
*SOLID SECTION,ELSET=BASE3, MATERIAL=BASE
1.0, 
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB3
31, .5, .5, 0., .333333, 1, ,1.5
*ELSET,ELSET=EALL
BASE3, 
**
** TEST CASE 4)
** MESH: 1 ELEMENT 
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL4
41,  4.7, 0.2,  0.
42,  5.7, 0.2,  0.
43,  5.5, 0.,  -1.
44,  4.5, 0.,  -1.
45,  4.7, 1.2,  0.
46,  5.7, 1.2,  0.
47,  5.5, 1.,  -1.
48,  4.5, 1.,  -1.
*NSET,NSET=NALL
ALL4, 
*NSET,NSET=LEFT
41,44,45,48
*NSET,NSET=RIGHT
42,43,46,47
*ELEMENT,TYPE=C3D8R,ELSET=BASE4
41,41,42,43,44,45,46,47,48
*SOLID SECTION,ELSET=BASE4,MATERIAL=BASE
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB4
41, .5, .5, 90., .333333, 1, 1
*ELSET,ELSET=EALL
BASE4, 
**
** TEST CASE 5)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL5
51,  6.0, 0.,   0.
52,  7.0, 0.,   0.
53,  7.0, 0.,  -1.
54,  6.0, 0.,  -1.
*NSET,NSET=NALL
ALL5, 
*NSET,NSET=LEFT
51,54
*NSET,NSET=RIGHT
52,53
*ELEMENT,TYPE=M3D4R,ELSET=BASE5
51,51,52,53,54
*MEMBRANE SECTION,ELSET=BASE5,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REB5,0.5,0.5,,REBAR,0.0,1 
*ELSET,ELSET=EALL
BASE5, 
**
**
** TEST CASE 6)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL6
61,  8.0, 0.,   0.
62,  9.0, 0.,   0.
63,  9.0, 0.,  -1.
64,  8.0, 0.,  -1.
*NSET,NSET=NALL
ALL6, 
*NSET,NSET=LEFT
61,64
*NSET,NSET=RIGHT
62,63
*ELEMENT,TYPE=S4R,ELSET=BASE6
61,61,62,63,64
*SHELL SECTION,ELSET=BASE6,MATERIAL=BASE
1.0,
*REBAR LAYER
REB6,0.5,0.5,,REBAR,0.0,1  
*ELSET,ELSET=EALL
BASE6, 
**
**
** TEST CASE 7)
** MESH: 1 ELEMENT 
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: SAX1
** BASE MATERIAL: ELASTIC/PLASTIC
** REBAR MATERIAL: ELASTIC/PLASTIC/TEMPERATURE DEPENDENT
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=ALL7
71, 10.0, 0.,   0.
72, 11.0, 0.,   0.
*NSET,NSET=NALL
ALL7, 
*NSET,NSET=LEFT
71, 
*NSET,NSET=RIGHT
72, 
*ELEMENT,TYPE=SAX1,ELSET=BASE7
71,71,72,73,74
*SHELL SECTION,ELSET=BASE7,MATERIAL=BASE
1.0, 
*REBAR LAYER,GEOMETRY=ANGULAR
REB7,0.5,2.7286,,REBAR,0.0,1 
*ELSET,ELSET=EALL
BASE7, 
**
**
*MATERIAL,NAME=BASE
*ELASTIC
1.E4, 0.25
*PLASTIC
80.0, 0.0
*DENSITY
1.E-4, 
*MATERIAL,NAME=REBAR
*ELASTIC
2.0E4, ,0.
1.5E4, ,100.
*PLASTIC
40., 0., 0.
35., 0., 100.
*DENSITY
1.E-4, 
*************************************************
**  TEMPERATURE AND DISPLACEMENT LOADING STEP  **
*************************************************
*INITIAL CONDITION, TYPE=TEMPERATURE
NALL,0.
*AMPLITUDE,NAME=RAMP
0.0,0.0,.02,1.0
**
*ELSET,ELSET=QA_TEST_ALLELEMS
BASE1, BASE2, BASE3, BASE4
BASE5, BASE6, BASE7
**
*NSET, NSET=QA_TEST_ALLNODES
ALL1, NALL, LEFT, RIGHT
ALL2, NALL, LEFT, RIGHT
ALL3, NALL, LEFT, RIGHT
ALL4, NALL, LEFT, RIGHT
ALL5, NALL, LEFT, RIGHT
ALL6, NALL, LEFT, RIGHT
ALL7, NALL, LEFT, RIGHT
**
*STEP
*DYNAMIC,EXPLICIT
,.02
**
*BOUNDARY,AMPLITUDE=RAMP
LEFT,1,6
RIGHT,2,6
RIGHT,1,1,.01
**
*TEMPERATURE, AMPLITUDE=RAMP
NALL,100.0
**
*FILE OUTPUT,TIMEMARKS=YES,NUMBER INTERVAL=1
*EL FILE
LE,S,MISES,PRESS,TEMP,ENER
ELEN, 
*NODE FILE
RF, 
*ENERGY FILE
***************************
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
LE,S,MISES,PRESS,TEMP,ENER
ELEN, 
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
RF, 
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.02
****************************
*******************
*** Rebar output **
*******************
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=BASE5,REBAR=REB5
LE,S,TEMP,ENER
***OUTPUT, HISTORY, TIME INTERVAL=0.001
***ELEMENT OUTPUT, ELSET=BASE5,REBAR=REB5
**LE,TEMP,RBFOR,RBROT,RBANG
*END STEP