** TESTS OF REBAR: UNIAXIAL ALONG X-DIRECTION
**                 ELASTIC BASE
**                 ELASTIC REBAR
** TESTS 1-3)
**
** ORIENTATION OF REBAR: ALONG X-AXIS
**
** LOADING: DISPLACEMENT ALONG X-AXIS
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           13863.         .6931
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 1732.8
**
** TEST 4)
** ORIENTATION OF REBAR: +/- 30 DEGREES
** LOADING: DISPLACEMENT ALONG X-AXIS
** ANALYTIC RESULTS:
**      SOLID STRESS    REBAR STRESS   REBAR STRAIN
**        ~ 0.0           11786.         .5893
**      REACTION FORCE AT LEFT EDGE NODES
**        Fx = 2720.0, Fy=453.3
**
** TEST 5)
** 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: M3D4R
**
**
*NODE,NSET=NALL
*NSET,NSET=BOT
*NSET,NSET=BOT
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*NSET,NSET=TOP
*ELEMENT,TYPE=M3D4R,ELSET=MEMB1
*MEMBRANE SECTION,ELSET=MEMB1,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REBAR1,.5, 1.,,REBAR,0.0,1
*ELSET,ELSET=EALL
MEMB1,
**
**
** TEST CASE 2)
** REBAR: REBAR, 0 DEGREES
** ELEMENT TYPE: M3D4R
**
*NODE,NSET=NALL
*NSET,NSET=BOT
*NSET,NSET=TOP
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*NSET,NSET=TOP
*ELEMENT,TYPE=M3D4R,ELSET=MEMB2
*MEMBRANE SECTION,ELSET=MEMB2,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REBAR2,.5, 1.,,REBAR,0.0, 1
*ELSET,ELSET=EALL
MEMB2,
**
**
** TEST CASE 3)
** REBAR: REBAR, 0 DEGREES
** ELEMENT TYPE: M3D4R
**
*NODE,NSET=NALL
*NSET,NSET=BOT
*NSET,NSET=TOP
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*NSET,NSET=TOP
*ELEMENT,TYPE=M3D4R,ELSET=MEMB3
*MEMBRANE SECTION,ELSET=MEMB3,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REBAR3,.5, 1.,,REBAR,0.0,1
*ELSET,ELSET=EALL
MEMB3,
**
**
** TEST CASE 4)
** REBAR: REBAR ANGLE +/- 30 DEGREES
** ELEMENT TYPE: M3D4R
**
*NODE,NSET=NALL
*NSET,NSET=BOT
*NSET,NSET=TOP
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*NSET,NSET=TOP
*ELEMENT,TYPE=M3D4R,ELSET=MEMB4
*MEMBRANE SECTION,ELSET=MEMB4,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REBAR4,.5, 1.,,REBAR,-30.,1
REBAR4_2,.5, 1.,,REBAR,30.,1
*ELSET,ELSET=EALL
MEMB4,
**
**
** TEST CASE 5)
** REBAR: REBAR ANGLE 90 DEGREES
** ELEMENT TYPE: M3D4R
**
*NODE,NSET=NALL
*NSET,NSET=BOT
*NSET,NSET=TOP
*NSET,NSET=LEFT
*NSET,NSET=RIGHT
*NSET,NSET=TOP
*ELEMENT,TYPE=M3D4R,ELSET=MEMB5
*MEMBRANE SECTION,ELSET=MEMB5,MATERIAL=BASE, POISSON=0.25
1.0,
*REBAR LAYER
REBAR5, .5,1.,,REBAR,90.,1
*ELSET,ELSET=EALL
MEMB5,
**
**
*MATERIAL,NAME=BASE
*ELASTIC
1.E4, 0.25
*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
**
*ELSET,ELSET=QA_TEST_ALLELEMS
MEMB1, MEMB2, MEMB3, MEMB4
MEMB5,
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, BOT, BOT, LEFT
RIGHT, TOP, NALL, BOT
TOP, LEFT, RIGHT, TOP
NALL, BOT, TOP, LEFT
RIGHT, TOP, NALL, BOT
TOP, LEFT, RIGHT, TOP
NALL, BOT, TOP, LEFT
RIGHT, TOP
**
*STEP
*DYNAMIC,EXPLICIT
,.02
*BOUNDARY,AMPLITUDE=SMOOTH
NALL,3
LEFT,1
TOP,2
BOT,2
RIGHT,1,1, 1.0
**
*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, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
S,LE,ENER,ELEN,
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
RF,
*******************
*** Rebar output **
*******************
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS,REBAR
S,LE,ENER,RBFOR,RBANG,RBROT
***OUTPUT, HISTORY, TIME INTERVAL=0.001
***ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS,REBAR
**LE,S,RBFOR,RBROT,RBANG
*END STEP