*HEADING
 DATA DECK TO VERIFY BODY LOADS FOR DIFFERENT ELEMENTS WITH REBARS
**
** TEST OF REBAR: BODY LOADS WITH VARIOUS ELEMENTS WITH REBAR
**
** 1) CPS4R
** 2) CPE4R
** 3) CAX4R
** 4) C3D8R
** 5) M3D4R
** 6) S4R
** 7) S4RS
** 8) S4RSW
** 9) SAX1
**
**  ANALYTIC RESULTS:
**     For body load (BX)
**  NODE:       RF1:
**   11       -2.5000
**   12       -2.5000
**   13       -2.5000
**   14       -2.5000
**   21       -2.5000
**   22       -2.5000
**   23       -2.5000
**   24       -2.5000
**   31       -52.360
**   32       -57.596
**   33       -57.596
**   34       -52.360
**   41       -1.2500
**   42       -1.2500
**   43       -1.2500
**   44       -1.2500
**   45       -1.2500
**   46       -1.2500
**   47       -1.2500
**   48       -1.2500
**   51       -.62500
**   52       -.62500
**   53       -.62500
**   54       -.62500
**   61       -.62500
**   62       -.62500
**   63       -.62500
**   64       -.62500
**   71       -.62500
**   72       -.62500
**   73       -.62500
**   74       -.62500
**   81       -.62500
**   82       -.62500
**   83       -.62500
**   84       -.62500
**   91       -49.742
**   92       -52.360
**
**     For gravity load (GRAV)
**  NODE:       RF1:
**   11       -9.16667E-04
**   12       -9.16667E-04
**   13       -5.83333E-04
**   14       -5.83333E-04
**   21       -9.16667E-04
**   22       -9.16667E-04
**   23       -5.83333E-04
**   24       -5.83333E-04
**   31       -8.37758E-03
**   32       -8.90118E-03
**   33       -7.33038E-03
**   34       -6.80678E-03
**   41       -4.58333E-04
**   42       -4.58333E-04
**   43       -4.58333E-04
**   44       -4.58333E-04
**   45       -2.91667E-04
**   46       -2.91667E-04
**   47       -2.91667E-04
**   48       -2.91667E-04
**   51       -3.125E-04
**   52       -3.125E-04
**   53       -3.125E-04
**   54       -3.125E-04
**   61       -3.125E-04
**   62       -3.125E-04
**   63       -3.125E-04
**   64       -3.125E-04
**   71       -3.125E-04
**   72       -3.125E-04
**   73       -3.125E-04
**   74       -3.125E-04
**   81       -3.125E-04
**   82       -3.125E-04
**   83       -3.125E-04
**   84       -3.125E-04
**   91       -2.487E-02
**   92       -2.618E-02
**
** TEST CASE 1)
** MESH: 1 ELEMENT
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPS4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=CPS4R,ELSET=BASE1
*SOLID SECTION,ELSET=BASE1, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB1
**
** TEST CASE 2)
** MESH: 1 ELEMENT
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CPE4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=CPE4R,ELSET=BASE2
*SOLID SECTION,ELSET=BASE2, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB2
**
** TEST CASE 3)
** MESH: 1 ELEMENT
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: CAX4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=CAX4R,ELSET=BASE3
*SOLID SECTION,ELSET=BASE3, MATERIAL=BASE
1.0,
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB3
**
** TEST CASE 4)
** MESH: 1 ELEMENT
** REBAR POSITION: 1/3 FROM BOTTOM
** ELEMENT TYPE: C3D8R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=C3D8R,ELSET=BASE4
*SOLID SECTION,ELSET=BASE4,MATERIAL=BASE
*REBAR,ELEMENT=CONTINUUM,MATERIAL=REBAR,NAME=REB4
**
** TEST CASE 5)
** MESH: 1 ELEMENT
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: M3D4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=M3D4R,ELSET=BASE5
*MEMBRANE SECTION,ELSET=BASE5,MATERIAL=BASE, POISSON=0.25
.25,
*REBAR LAYER
REB5,.25,.5,,REBAR,0.,
**
**
** TEST CASE 6)
** MESH: 1 ELEMENT
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: S4R
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=S4R,ELSET=BASE6
*SHELL SECTION,ELSET=BASE6,MATERIAL=BASE
.25,
*REBAR LAYER
REB6,.25,.5,,REBAR,0.,1
**
**
** TEST CASE 7)
** MESH: 1 ELEMENT
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: S4RS
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=S4RS,ELSET=BASE7
*SHELL SECTION,ELSET=BASE7,MATERIAL=BASE
.25,
*REBAR LAYER
REB7,.25,.5,,REBAR,0.,1
**
**
** TEST CASE 8)
** MESH: 1 ELEMENT
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: S4RSW
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=S4RSW,ELSET=BASE8
*SHELL SECTION,ELSET=BASE8,MATERIAL=BASE
.25,
*REBAR LAYER
REB8,.25,.5,,REBAR,0.,1
**
**
** TEST CASE 9)
** MESH: 1 ELEMENT
** REBAR POSITION: MIDPLANE
** ELEMENT TYPE: SAX1
** BASE MATERIAL: ELASTIC
** REBAR MATERIAL: ELASTIC
** ORIENTATION ANGLE: 0.
**
*NODE,NSET=NALL
*ELEMENT,TYPE=SAX1,ELSET=BASE9
*SHELL SECTION,ELSET=BASE9,MATERIAL=BASE
0.25,
*REBAR LAYER,ANGULAR SPACING
REB9,.25,4.408,,REBAR,0.,1
**
**
*MATERIAL,NAME=BASE
*ELASTIC
1.E4, 0.25
*DENSITY
1.E-4,
*MATERIAL,NAME=REBAR
*ELASTIC
2.E4,
*DENSITY
2.E-4,
**
*RESTART,TIMEMARKS=YES,WRITE,NUMBER=1
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, NALL, NALL, NALL
NALL, NALL, NALL, NALL
NALL,
**
*STEP
*DYNAMIC,EXPLICIT
,.001
*DLOAD
BASE1,BX, 10.
BASE2,BX, 10.
BASE3,BR, 10.
BASE4,BX, 10.
BASE5,BX, 10.
BASE6,BX, 10.
BASE7,BX, 10.
BASE8,BX, 10.
BASE9,BR, 10.
*FILE OUTPUT,NUMBER INTERVAL=1,TIMEMARKS=YES
*NODE FILE
RF,
*ENERGY FILE
***OUTPUT,HISTORY,TIME INTERVAL=1.0E-6
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLWK,ETOTAL,
**DT,
**
*BOUNDARY
NALL, 1,6
**
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
RF,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.001
*END STEP
*STEP
*DYNAMIC,EXPLICIT
,.001
*DLOAD,OP=NEW
BASE1,GRAV, 10., 1.0, 0.0, 0.0
BASE2,GRAV, 10., 1.0, 0.0, 0.0
**BASE3,GRAV, 10., 1.0, 0.0, 0.0
BASE3,BR, 1.E-3
BASE4,GRAV, 10., 1.0, 0.0, 0.0
BASE5,GRAV, 10., 1.0, 0.0, 0.0
BASE6,GRAV, 10., 1.0, 0.0, 0.0
BASE7,GRAV, 10., 1.0, 0.0, 0.0
BASE8,GRAV, 10., 1.0, 0.0, 0.0
**BASE9,GRAV, 10., 1.0, 0.0, 0.0
BASE9,BR, 1.E-3
*FILE OUTPUT,NUMBER INTERVAL=1,TIMEMARKS=YES
*NODE FILE
RF,
*ENERGY FILE
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
RF,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.001
***************************
**REBAR OUTPUT AVAILABLE **
** for M3D4R ELEMENTS    **
***************************
***
*OUTPUT,FIELD,NUMBER INTERVAL=1
*ELEMENT OUTPUT,REBAR=REB5
LE,S
************
*OUTPUT,HISTORY,TIME INTERVAL=0.001
*ELEMENT OUTPUT,REBAR=REB5,ELSET=BASE5
S11,RBFOR,RBANG,RBROT
*END STEP