*HEADING
*PREPRINT,MODEL=NO,HISTORY=NO
*****************
** TEST 1: CAX4
*****************
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CAX4,ELSET=TEST1
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST1,MATERIAL=ELAS
*****************
** TEST 2: CPE4
*******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPE4,ELSET=TEST2
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST2,MATERIAL=ELAS
******************
** TEST 3: CGAX4
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CGAX4,ELSET=TEST4
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST4,MATERIAL=ELAS
*******************
** TEST 4: CAXA41
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CAXA41,ELSET=TEST7,OFFSET=10000
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST7,MATERIAL=ELAS
***************************
** TEST 5: CAX4 WITH REBAR
***************************
*NODE,NSET=NALL
**
*ELEMENT,TYPE=CAX4,ELSET=TEST8
**
*ELSET,ELSET=CAX4_ONE
*ELSET,ELSET=CAX4_TWO
**
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
*SURFACE SECTION,ELSET=SFMAX1-1
*REBAR LAYER,ANGULAR SPACING
REB8,1.000000,19.188136,0.000000,REBAR,10.000000,1
*EMBEDDED ELEMENT,HOST ELSET=CAX4_ONE
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-2
*SURFACE SECTION,ELSET=SFMAX1-2
*REBAR LAYER,ANGULAR SPACING
REB8,1.000000,19.188136,0.000000,REBAR,10.000000,1
*EMBEDDED ELEMENT,HOST ELSET=CAX4_TWO
**
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST8,MATERIAL=ELAS
*****************
** TEST 6: CPE4R
*******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPE4R,ELSET=TEST9
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST9,MATERIAL=ELAS
*HOURGLASS STIFFNESS
******************
** TEST 7: CGAX4R
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CGAX4R,ELSET=TEST11
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST11,MATERIAL=ELAS
*HOUR GLASS STIFFNESS
*******************
** TEST 8: CAXA
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CAXA41,ELSET=TEST14,OFFSET=10000
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST14,MATERIAL=ELAS
**
**
**
** REMAINDER OF DECK SAME FOR ALL TESTS
**
*ELSET,ELSET=EALL
TEST,REFER
*MATERIAL,NAME=REBAR
*ELASTIC
100., .25
*MATERIAL,NAME=ELAS
*HYPERFOAM,N=2
0.167099, 9.00665, 2.153721E-05, -4.86940, .1, .1
**
**
*STEP,,NLGEOM, INC=100
 step #1: LOAD BOTH ELEMENTS
*STATIC
0.1, 1.0
*BOUNDARY
NALL,3,6
LEFT,1
BOT,2
RIGHT,1,1,-.2
*EL PRINT,POSITION=CENTROID,FREQ=99
S,
E,
*EL PRINT, REBAR
S,
E,
*EL FILE,POSITION=CENTROID,FREQ=99
S,E
*NODE PRINT,NSET=LEFT,FREQ=99
RF   ,
*NODE FILE,FREQ=99
RF   ,
*EL FILE, REBAR
S,
E,
*END STEP
**
**
*STEP,NLGEOM, INC=100
 STEP #2: REMOVE TEST ELEMENT
*STATIC
.1,1.
*MODEL CHANGE,REMOVE,TYPE=ELEMENT
TEST,
*BOUNDARY,OP=NEW
NALL,3,6
LEFT,1
BOT,2
RIGHT,1
*END STEP
**
**
*STEP,NLGEOM, INC=100
 STEP #3: COMPRESS ELEMENTS FURTHER
*STATIC
.1,1.
*BOUNDARY
RIGHT,1,1,-.3
*END STEP
**
**
*STEP,NLGEOM, INC=100
 STEP #4: ADD TEST ELEMENT BACK IN
*STATIC
.1,1.
*MODEL CHANGE,ADD=WITHSTRAIN,TYPE=ELEMENT
TEST,
*END STEP
**
**
*STEP,NLGEOM,INC=100
 STEP #5: COMPRESS ELEMENTS FURTHER
*STATIC
0.1,1.
*BOUNDARY
RIGHT,1,1,-.4
*EL FILE, REBAR
S,
E,
*END STEP