**
** 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
*NSET,NSET=NALL
ALL1,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPS4R,ELSET=BASE1
*SOLID SECTION,ELSET=BASE1, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB1
*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
*NSET,NSET=NALL
ALL2,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPE4R,ELSET=BASE2
*SOLID SECTION,ELSET=BASE2, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB2
*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
*NSET,NSET=NALL
ALL3,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CAX4R,ELSET=BASE3
*SOLID SECTION,ELSET=BASE3, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB3
*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
*NSET,NSET=NALL
ALL4,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=C3D8R,ELSET=BASE4
*SOLID SECTION,ELSET=BASE4,MATERIAL=BASE
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB4
*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
*NSET,NSET=NALL
ALL5,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=M3D4R,ELSET=BASE5
*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
*NSET,NSET=NALL
ALL6,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=S4R,ELSET=BASE6
*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
*NSET,NSET=NALL
ALL7,
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=SAX1,ELSET=BASE7
*SHELL SECTION,ELSET=BASE7,MATERIAL=BASE
1.0,
*REBAR LAYER,ANGULAR SPACING
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