*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: CPS4
*******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPS4,ELSET=TEST3
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST3,MATERIAL=ELAS
******************
** TEST 4: 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 5: M3D4
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=M3D4,ELSET=TEST5
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*MEMBRANE SECTION,ELSET=TEST5,MATERIAL=ELAS
.25,
******************
** TEST 6: S4R
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=S4R,ELSET=TEST6
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SHELL SECTION,ELSET=TEST6,MATERIAL=ELAS
.25,
*******************
** TEST 7: CAXA
******************
**
*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 8: CAX4 WITH REBAR
***************************
*NODE,NSET=NALL
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
*SURFACE SECTION,ELSET=SFMAX1-1
*REBAR LAYER,GEOMETRY=ANGULAR
REB8A,1.000000,19.188136,0.000000,ELAS,10.000000,1
*EMBEDDED ELEMENT
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-2
*SURFACE SECTION,ELSET=SFMAX1-2
*REBAR LAYER,GEOMETRY=ANGULAR
REB8B,1.000000,19.188136,0.000000,ELAS,10.000000,1
*EMBEDDED ELEMENT
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CAX4,ELSET=TEST8
*INITIAL CONDITIONS,TYPE=STRESS,REBAR
1811, REB8A, 60.
1812, REB8B, 60.
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST8,MATERIAL=ELAS
*****************
** TEST 9: CPE4
*******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPE4,ELSET=TEST9
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST9,MATERIAL=ELAS
*****************
** TEST 10: CPS4
*******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CPE4,ELSET=TEST10
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST10,MATERIAL=ELAS
******************
** TEST 11: CGAX4
******************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=CGAX4,ELSET=TEST11
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SOLID SECTION,ELSET=TEST11,MATERIAL=ELAS
***************************
** TEST 12: M3D4 WITH REBAR
***************************
**
*NODE,NSET=NALL
*NODAL THICKNESS
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=M3D4,ELSET=TEST12
*INITIAL CONDITIONS,TYPE=STRESS,REBAR
1201, REB12, 60.
1211, REB12, 60.
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*MEMBRANE SECTION,ELSET=TEST12,MATERIAL=ELAS,NODAL THICKNESS
.25,
*REBAR LAYER
REB12,1,0.5,0,ELAS,30,1
**************************
** TEST 13: S4R WITH REBAR
**************************
**
*NODE,NSET=NALL
**ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
**11311,11314,11315
**SURFACE SECTION,ELSET=SFMAX1-1
**REBAR LAYER,GEOMETRY=ANGULAR
**REB9,1.000000,19.188136,0.000000,ELAS,10.000000,1
**EMBEDDED ELEMENT
**11311,
**ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
**11312,11316,11317
**SURFACE SECTION,ELSET=SFMAX1-1
**REBAR LAYER,GEOMETRY=ANGULAR
**REB8,1.000000,19.188136,0.000000,ELAS,10.000000,1
***EMBEDDED ELEMENT
**1812,
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=S4R,ELSET=TEST13
*INITIAL CONDITIONS,TYPE=STRESS,REBAR
1301, REB13, 60.
1311, REB13, 60.
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SHELL SECTION,ELSET=TEST13,MATERIAL=ELAS
.25,
*REBAR LAYER
REB13,1,0.5,0,ELAS,30,1
*******************
** TEST 14: 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
**************************
** TEST 15: S4 WITH REBAR
**************************
**
*NODE,NSET=NALL
*NSET,NSET=LEFT
*NSET,NSET=BOT
*NSET,NSET=RIGHT
*ELEMENT,TYPE=S4,ELSET=TEST15
*INITIAL CONDITIONS,TYPE=STRESS,REBAR
1501, REB13, 60.
1511, REB13, 60.
*ELSET,ELSET=TEST
*ELSET,ELSET=REFER
*SHELL SECTION,ELSET=TEST15,MATERIAL=ELAS
.25,
*REBAR LAYER
REB15,1,0.5,0,ELAS,30,1
**
**
**
** REMAINDER OF DECK SAME FOR ALL TESTS
**
*ELSET,ELSET=EALL
TEST,REFER
*INITIAL CONDITIONS,TYPE=STRESS
EALL,-100., .0, 0.,
*MATERIAL,NAME=ELAS
*ELASTIC
2000., .3
*DENSITY
1.E-4,
**
**
*STEP,,NLGEOM
 step #1: REMOVE TEST ELEMENT
*STATIC
0.1, 1.0
*BOUNDARY
NALL,3,6
LEFT,1
BOT,2
RIGHT,1
*MODEL CHANGE,REMOVE,TYPE=ELEMENT
TEST,
*EL PRINT,POSITION=CENTROID,FREQ=99
S,
E,
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT
S,E
*ELEMENT OUTPUT,ELSET=TEST12,REBAR
S,E
*NODE OUTPUT
RF   ,
*NODE PRINT,FREQ=99
RF   ,
*EL FILE,REBAR
S,
E
*END STEP
**
**
*STEP,NLGEOM
 STEP #2: ADD TEST ELEMENTS BACK IN STRAIN-FREE
*STATIC
1.,1.
*MODEL CHANGE,ADD=STRAINFREE,TYPE=ELEMENT
TEST,
*BOUNDARY,OP=NEW
NALL,3,6
LEFT,1
BOT,2
RIGHT,1
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT
S,E
*ELEMENT OUTPUT,ELSET=TEST12,REBAR
S,E
*END STEP
**
**
*STEP,NLGEOM
 STEP #3: STRETCH ELEMENT
*STATIC
1.,1.
*BOUNDARY
RIGHT,1,1,.1
*OUTPUT,FIELD,FREQ=99
*ELEMENT OUTPUT
S,E
*ELEMENT OUTPUT,ELSET=TEST12,REBAR
S,E
*END STEP