*HEADING
CONNECTOR ELASTICITY OPTIONS - /STANDARD VERIFICATION, CARTESIAN CONNECTION
**
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
*RESTART,WRITE
**
****************************************
** SECTION1:  CONN3D2 NODES/ELEMENTS  **
****************************************
**
*NODE,NSET=N51
**
*NODE,NSET=N52
**
*NODE,NSET=N53
**
*NODE,NSET=N54
**
*NODE, NSET=N55
**
*NODE,NSET=M51
**
*NODE,NSET=M52
**
**
*NODE,NSET=M54
**
*ELEMENT,TYPE=CONN3D2,ELSET=TEST1
*ELEMENT,TYPE=CONN3D2,ELSET=TEST11
*ELEMENT,TYPE=CONN3D2,ELSET=TEST21
*ELEMENT,TYPE=CONN3D2,ELSET=TEST31
*ELEMENT,TYPE=CONN3D2,ELSET=TEST41
**
*ELEMENT,TYPE=CONN3D2,ELSET=TEST1I
*ELEMENT,TYPE=CONN3D2,ELSET=TEST11I
*ELEMENT,TYPE=CONN3D2,ELSET=TEST31I
**
*******************************************************
** SECTION2:  CONNECTOR BEHAVIOR DEFINITION          **
*******************************************************
**
*******************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1, DEPENDENCIES=1 **
*******************************************************
**
*CONNECTOR SECTION,ELSET=TEST1,BEHAVIOR=TB1
CARTESIAN,
ORIGLOB,
**
*ORIENTATION,SYS=RECT,NAME=ORIGLOB
**
*CONNECTOR BEHAVIOR,NAME=TB1
*CONNECTOR ELASTICITY,COMPONENT=1,DEPENDENCIES=2
**
**
*CONNECTOR SECTION,ELSET=TEST1I,BEHAVIOR=TB1
CARTESIAN,
ORIGLOB,
**
****************************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1,DEPENDENCIES=1,NONLINEAR **
****************************************************************
**
*CONNECTOR SECTION,ELSET=TEST11,BEHAVIOR=TB11
CARTESIAN,
ORIGLOB,
**
**
** LINEAR FOR CHECK WITH CASE 1 ABOVE WITH T=-10, FV1=1, FV2=0.5
**
*CONNECTOR BEHAVIOR,NAME=TB11
*CONNECTOR ELASTICITY,COMP=1,DEP=1,NONLINEAR
**
**
**
*CONNECTOR SECTION,ELSET=TEST11I,BEHAVIOR=TB11
CARTESIAN,
ORIGLOB,
**
***********************************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1,INDEPENDENT COMPONENTS=CONSTITUTIVE MOTION,NONLINEAR **
***********************************************************************
**
*CONNECTOR SECTION,ELSET=TEST21,BEHAVIOR=TB21
CARTESIAN,
ORIGLOB,
**
** LINEAR FOR CHECK WITH CASE 1 ABOVE WITH T=-10, FV1=1, FV2=0.5
**
*CONNECTOR BEHAVIOR,NAME=TB21
*CONNECTOR ELASTICITY,COMP=1,INDEPENDENT COMPONENTS=CONSTITUTIVE MOTION,NONLINEAR
**
**
**
**************************************************
** *CONNECTOR ELASTICITY,DEPENDENCIES=2 **
**************************************************
**
*CONNECTOR SECTION,ELSET=TEST31,BEHAVIOR=TB31
CARTESIAN,
ORIGLOB,
**
*CONNECTOR BEHAVIOR,NAME=TB31
*CONNECTOR ELASTICITY,DEP=2
**
** CHECK FOR CASE 1 ABOVE WITH T=-10, FV1=1,FV2=0.5
**
**
*CONNECTOR SECTION,ELSET=TEST31I,BEHAVIOR=TB31
CARTESIAN,
ORIGLOB,
**
***********************************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1,INDEPENDENT COMPONENTS=POSITION,NONLINEAR **
***********************************************************************
**
*CONNECTOR SECTION,ELSET=TEST41,BEHAVIOR=TB41
CARTESIAN,
ORIGLOB,
**
** TEST INDEPENDENT COMPONENTS = POSITION
**
*CONNECTOR BEHAVIOR,NAME=TB41
*CONNECTOR ELASTICITY,COMP=1,INDEPENDENT COMPONENTS=POSITION,NONLINEAR
**
**
**
***************************************
** SECTION3:  TRUSS ELEMENT BASELINE **
***************************************
**
*NODE,NSET=NT
**
*ELEMENT,TYPE=T3D2,ELSET=TRUSS
**
*SOLID SECTION,ELSET=TRUSS,MATERIAL=DUMM
1.,
*MATERIAL,NAME=DUMM
*ELASTIC,DEP=2
1500.,,-10.,1.,0.5
 750.,, 40.,1.,0.5
 100.,, 90.,1.,0.5
1750.,,-10.,2.,0.5
1000.,, 40.,2.,0.5
 250.,, 90.,2.,0.5
2500.,,-10.,3.,0.5
1450.,, 40.,3.,0.5
**
**
******************************************************
** SECTION4:  COMMON OPTIONS AND HISTORY DEFINITION **
******************************************************
**
*BOUNDARY
FIX,1,6
ACT,2,6
*BOUNDARY
5042,3,6,
**
*NSET,NSET=ACT
*NSET,NSET=FIX
*NSET,NSET=NALL3D
*NSET,NSET=NALL3DI
*NSET, NSET=NALL
NALL3D,NALL3DI
**
*ELSET,ELSET=EALL
**
*AMPLITUDE,NAME=VP,DEFINITION=SMOOTH STEP,SMOOTH=0.05
0.,0.,0.02,2.0
*INITIAL CONDITIONS, TYPE=TEMPERATURE
NALL3D, -10.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=1
NALL3D, 1.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=2
NALL3D, 0.5
*INITIAL CONDITIONS, TYPE=TEMPERATURE
NALL3DI, 90.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=1
NALL3DI, 2.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=2
NALL3DI, 1.0
**
**
*STEP,NLGEOM=YES, INC=50
CONNECTOR ELASTICITY TEST STEP - PRESCRIBED LOAD
*STATIC
0.001, 0.01
**
*TEMPERATURE
NALL3D,-10.
*FIELD,VAR=1
NALL3D,1.0
*FIELD,VAR=2
NALL3D,0.5
*TEMPERATURE
NALL3DI, 90.
*FIELD,VAR=1
NALL3DI,2.0
*FIELD,VAR=2
NALL3DI,1.0
**
*CLOAD, AMP=VP
10002, 1, 15.0
5002,1,15.0
5012,1,15.0
5022,1,15.0
5032,1,15.0
5042,1,15.0
6002,1,15.0
6012,1,15.0
**
*CONNECTOR MOTION
*EL FILE, ELSET=EALL
CEF,CU,CCF,CP,CCU,CRF, CTF
NFORC
ELEN
*NODE FILE, NSET=NALL
U,RF
*OUTPUT,FIELD,FREQUENCY=1
*ELEMENT OUTPUT, ELSET=EALL
NFORC,ELEN
*NODE OUTPUT,VAR=ALL
**
*OUTPUT,HISTORY,FREQUENCY=1
*NODE OUTPUT,NSET=NALL
U,RF
*ELEMENT OUTPUT,ELSET=EALL
CTF1,CEF1,CCF1,CRF1,CP1,CU1, CCU1
*ENDSTEP
**
**
*STEP,NLGEOM=NO,PERTURBATION
CONNECTOR ELASTICITY - LINEAR PERTURBATION
*STATIC
*CLOAD
10002, 1, 16.0
5002, 1, 16.0
5012, 1, 16.0
5022, 1, 16.0
5032, 1, 16.0
5042, 1, 16.0
6002, 1, 16.0
6012, 1, 16.0
*EL FILE, ELSET=EALL
CEF,CU,CCF,CP,CCU,CRF, CTF
*NODE FILE, NSET=NALL
U,RF
*Output,HISTORY,FREQ=1
*NODE OUTPUT,NSET=NALL
U,RF
*ELEMENT OUTPUT,ELSET=EALL
CTF1,CEF1,CCF1,CRF1,CP1,CU1, CCU1
*END STEP