*HEADING
CONNECTOR ELASTICITY OPTIONS - /STANDARD VERIFICATION, CARTESIAN CONNECTION
**
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
*RESTART,WRITE
**
****************************************
** SECTION1:  CONN3D2 NODES/ELEMENTS  **
****************************************
**
*NODE,NSET=N51
5001,0.,0.,10.
5002,1.,0.,10.
**
*NODE,NSET=N52
5011,0.,1.,10.
5012,1.,1.,10.
**
*NODE,NSET=N53
5021,0.,2.,10.
5022,1.,2.,10.
**
*NODE,NSET=N54
5031,0.,3.,10.
5032,1.,3.,10.
**
*NODE, NSET=N55
5041,1.,4.,10.
5042,1.,4.,10.
**
*NODE,NSET=M51
6001,0.,0.,0.
6002,1.,0.,0.
**
*NODE,NSET=M52
6011,0.,1.,0.
6012,1.,1.,0.
**
**
*NODE,NSET=M54
6031,0.,3.,0.
6032,1.,3.,0.
**
*ELEMENT,TYPE=CONN3D2,ELSET=TEST1
5001,5001,5002
*ELEMENT,TYPE=CONN3D2,ELSET=TEST11
5011,5011,5012
*ELEMENT,TYPE=CONN3D2,ELSET=TEST21
5021,5021,5022
*ELEMENT,TYPE=CONN3D2,ELSET=TEST31
5031,5031,5032
*ELEMENT,TYPE=CONN3D2,ELSET=TEST41
5041,5041,5042
**
*ELEMENT,TYPE=CONN3D2,ELSET=TEST1I
6001,6001,6002
*ELEMENT,TYPE=CONN3D2,ELSET=TEST11I
6011,6011,6012
*ELEMENT,TYPE=CONN3D2,ELSET=TEST31I
6031,6031,6032
**
*******************************************************
** SECTION2:  CONNECTOR BEHAVIOR DEFINITION          **
*******************************************************
**
*******************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1, DEPENDENCIES=1 **
*******************************************************
**
*CONNECTOR SECTION,ELSET=TEST1,BEHAVIOR=TB1
CARTESIAN,
ORIGLOB,
**
*ORIENTATION,SYS=RECT,NAME=ORIGLOB
1.,0.,0.,0.,1.,0.
3,0.
**
*CONNECTOR BEHAVIOR,NAME=TB1
*CONNECTOR ELASTICITY,COMPONENT=1,DEPENDENCIES=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
 900.,, 90.,3.,0.5
**
 750.,,-10.,1.,1.0
 375.,, 40.,1.,1.0
  50.,, 90.,1.,1.0
 875.,,-10.,2.,1.0
 500.,, 40.,2.,1.0
 125.,, 90.,2.,1.0
1250.,,-10.,3.,1.0
 725.,, 40.,3.,1.0
 450.,, 90.,3.,1.0
**
*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
-1.5,-0.001,-10,1.
 0.0,   0.,-10.,1. 
 1.5,0.001,-10.,1.
150.,0.100,-10.,1.
300.,0.200,-10.,1.
**
-2.5,-0.001, 40.,1.
 0.0,   0., 40.,1.
 2.5,0.001, 40.,1.
 5.0,0.100, 40.,1.
 6.3,0.200, 40.,1.
**
-0.1,-0.001, 90.,1.
 0.0,   0., 90.,1.
 0.1,0.001, 90.,1.
 10.,0.100, 90.,1.
 20.,0.200, 90.,1.
**
-10.0,-0.001,-10.,2.
 0.0,   0.,-10.,2.
10.0,0.001,-10.,2.
20.0,0.100,-10.,2.
25.0,0.200,-10.,2.
**
-5.0,-0.001, 40.,2.
 0.0,   0., 40.,2.
 5.0,0.001, 40.,2.
10.0,0.100, 40.,2.
12.5,0.200, 40.,2.
**
-0.125,-0.001, 90.,2.
 0.0,   0., 90.,2.
 0.125,0.001, 90.,2.
 12.5,0.100, 90.,2.
 25.0,0.200, 90.,2.
**
*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
1,2
-1.5,-0.001,0.0
0.0,  0.0,0.0
1.5,0.001,0.0
150.,0.100,0.0
225.,0.150,0.0
**
-7.5,-0.001,0.0100
0.0,  0.0,0.0100
7.5,0.001,0.0100
15.,0.100,0.0100
30.,0.150,0.0100
**
-15.0,-0.001,0.0200
0.0,  0.0,0.0200
15.,0.001,0.0200
30.,0.100,0.0200
60.,0.150,0.0200
**
-120.,-0.001,0.0400
 0.0,  0.0,0.0400
120.,0.001,0.0400
240.,0.100,0.0400
480.,0.150,0.0400
**
**************************************************
** *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
**
1500.0,0.,,,,,,,
,,,,,,,,
,,,,,,1.0,0.5
100.0,70.,,,,,,,
,,,,,,,,
,,,,,,2.0,0.5
200.0,150.,,,,,,,
,,,,,,,,
,,,,,,1.0,1.0
125.0,0.0,,,,,,,
,,,,,,,,
,,,,,,2.0,1.0
**
*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
1,2
-1.5,-0.001,0.0
0.0,  0.0,0.0
1.5,0.001,0.0
150.,0.100,0.0
225.,0.150,0.0
**
-7.5,-0.001,0.0100
0.0,  0.0,0.0100
7.5,0.001,0.0100
15.,0.100,0.0100
30.,0.150,0.0100
**
-15.0,-0.001,0.0200
0.0,  0.0,0.0200
15.,0.001,0.0200
30.,0.100,0.0200
60.,0.150,0.0200
**
-120.,-0.001,0.0400
 0.0,  0.0,0.0400
120.,0.001,0.0400
240.,0.100,0.0400
480.,0.150,0.0400
**
**
***************************************
** SECTION3:  TRUSS ELEMENT BASELINE **
***************************************
**
*NODE,NSET=NT
10001,0.,-1.,0.
10002,1.,-1.,0.
**
*ELEMENT,TYPE=T3D2,ELSET=TRUSS
10001,10001,10002
**
*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
 900.,, 90.,3.,0.5
**
 750.,,-10.,1.,1.0
 375.,, 40.,1.,1.0
  50.,, 90.,1.,1.0
 875.,,-10.,2.,1.0
 500.,, 40.,2.,1.0
 125.,, 90.,2.,1.0
1250.,,-10.,3.,1.0
 725.,, 40.,3.,1.0
 450.,, 90.,3.,1.0
**
******************************************************
** SECTION4:  COMMON OPTIONS AND HISTORY DEFINITION **
******************************************************
**
*BOUNDARY
FIX,1,6
ACT,2,6
*BOUNDARY
5042,3,6,
**
*NSET,NSET=ACT
5002,5012,5022,5032,10002,6002,6012,6032
*NSET,NSET=FIX
5001,5011,5021,5031,5041,10001,6001,6011,6031
*NSET,NSET=NALL3D
5001,5002,5011,5012,5021,5022,5031,5032,5041,5042,10001,10002
*NSET,NSET=NALL3DI
6001,6002,6011,6012,6031,6032
*NSET, NSET=NALL
NALL3D,NALL3DI
**
*ELSET,ELSET=EALL
5001,5011,5021,5031,5041,6001,6011,6031
**
*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
6032,1,15.0
**
*CONNECTOR MOTION
5041,2,0.001
*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
 CTF,CEF,CU
*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
6032, 1, 16.0
*EL FILE, ELSET=EALL
CEF,CU,CCF,CP,CCU,CRF, CTF
*NODE FILE, NSET=NALL
U,RF
*OUTPUT,FIELD,FREQUENCY=1
*ELEMENT OUTPUT, ELSET=EALL
 CTF,CEF,CU
*Output,HISTORY,FREQ=1
*NODE OUTPUT,NSET=NALL
U,RF
*ELEMENT OUTPUT,ELSET=EALL
CTF1,CEF1,CCF1,CRF1,CP1,CU1, CCU1
*END STEP