*HEADING
CONNECTOR ELASTICITY OPTIONS - /STANDARD VERIFICATION, CARTESIAN CONNECTION
**
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
**
***************************************
**SECTION 1: CONN2D2 NODES/ELEMENTS  **
***************************************
**
*NODE,NSET=N1
1,0.,0.,0.
2,1.,0.,0.
**
*NODE,NSET=N2
11,0.,1.,0.
12,1.,1.,0.
**
*NODE,NSET=N3
21,0.,2.,0.
22,1.,2.,0.
**
*NODE,NSET=N4
31,0.,3.,0.
32,1.,3.,0.
*NODE,NSET=M1
1001,0.,0.,0.
1002,1.,0.,0.
**
*NODE,NSET=M2
1011,0.,1.,0.
1012,1.,1.,0.
**
*NODE,NSET=M4
1031,0.,3.,0.
1032,1.,3.,0.
**
*ELEMENT,TYPE=CONN2D2,ELSET=TEST1
1,1,2
*ELEMENT,TYPE=CONN2D2,ELSET=TEST11
11,11,12
*ELEMENT,TYPE=CONN2D2,ELSET=TEST21
21,21,22
*ELEMENT,TYPE=CONN2D2,ELSET=TEST31
31,31,32
*ELEMENT,TYPE=CONN2D2,ELSET=TEST1I
1001,1001,1002
*ELEMENT,TYPE=CONN2D2,ELSET=TEST11I
1011,1011,1012
*ELEMENT,TYPE=CONN2D2,ELSET=TEST31I
1031,1031,1032
**
**********************************************
**SECTION 2  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,
**
*CONNECTOR BEHAVIOR,NAME=TB11
*CONNECTOR ELASTICITY,COMP=1,DEP=1,NONLINEAR
** LINEAR FOR CHECK WITH CASE 1 ABOVE WITH T=-10, FV1=1, FV2=0.5
-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.
 12.50,0.100, 90.,2.
 25.,0.200, 90.,2.
**
*CONNECTOR SECTION,ELSET=TEST11I,BEHAVIOR=TB11
CARTESIAN,
ORIGLOB,
**
***********************************************************************
** *CONNECTOR ELASTICITY,COMPONENT=1INDEPENDENT COMPONENTS=CONSTITUTIVE MOTION,NONLINEAR **
***********************************************************************
**
*CONNECTOR SECTION,ELSET=TEST21,BEHAVIOR=TB21
CARTESIAN,
ORIGLOB,
**
*CONNECTOR BEHAVIOR,NAME=TB21
*CONNECTOR ELASTICITY,COMP=1,INDEPENDENT COMPONENTS=CONSTITUTIVE MOTION,NONLINEAR
1,2
** LINEAR FOR CHECK WITH CASE 1 ABOVE WITH T=-10, FV1=1, FV2=0.5
-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.,,,,,,,
,,,,,,,,
,,,,,,2.0,1.0
**
*CONNECTOR SECTION,ELSET=TEST31I,BEHAVIOR=TB31
CARTESIAN,
ORIGLOB,
**
***************************************
**SECTION 3: SPRING ELEMENT BASELINE **
***************************************
**
*NODE,NSET=NT
10001,0.,-1.,0.
10002,1.,-1.,0.
**
*ELEMENT,TYPE=SPRINGA,ELSET=SPRING
10001,10001,10002
**
*SPRING,DEPENDENCIES=2,ELSET=SPRING

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
**
**
*******************************************
**SECTION 4: COMMON OPTIONS AND HISTORY DEFINITION **
*******************************************
**
*BOUNDARY
FIX,1,6
ACT,2,6
**
*NSET,NSET=ACT
2,12,22,32,10002,1002,1012,1032
*NSET,NSET=FIX
1,11,21,31,10001,1001,1011,1031
*NSET,NSET=NALL2D
1,2,11,12,21,22,31,32,10001,10002,
*NSET, NSET=NALL2DI
1001,1002,1011,1012,1031,1032
*NSET, NSET=NALL
NALL2D, NALL2DI
**
*ELSET,ELSET=EALL
1,11,21,31,1001,1011,1031
**
*AMPLITUDE,NAME=VP,DEFINITION=SMOOTH STEP,SMOOTH=0.05
0.,0.,0.02,2.0
*INITIAL CONDITIONS, TYPE=TEMPERATURE
NALL2D, -10.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=1
NALL2D, 1.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=2
NALL2D, 0.5
*INITIAL CONDITIONS, TYPE=TEMPERATURE
NALL2DI, 90.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=1
NALL2DI, 2.0
*INITIAL CONDITIONS, TYPE=FIELD, VAR=2
NALL2DI, 1.0
**
**********************
*STEP,NLGEOM=YES,INC=25
CONNECTOR ELASTICITY TEST STEP - PRESCRIBED LOAD
*STATIC
0.001,0.01
**
*TEMPERATURE
NALL2D,-10.
*FIELD,VAR=1
NALL2D,1.0
*FIELD,VAR=2
NALL2D,0.5
**
*TEMPERATURE
NALL2DI, 90.
*FIELD,VAR=1
NALL2DI,2.0
*FIELD,VAR=2
NALL2DI,1.0
**
*CLOAD, AMP=VP
10002,1,15.0
2,1,15.0
12,1,15.0
22,1,15.0
32,1,15.0
1002,1,15.0
1012,1,15.0
1032,1,15.0
**
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT, ELSET=EALL
NFORC,ELEN
CTF,CEF,CU
*NODE OUTPUT,VAR=ALL
**
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,NSET=NALL
U,RF
*ELEMENT OUTPUT,ELSET=EALL
CTF1,CEF1,CRF1,CP1,CPR1,CU1,CCU1
*el print
 CTF
 CEF
 CU
*ENDSTEP
**
**
*STEP,NLGEOM=NO,PERTURBATION
CONNECTOR ELASTICITY - LINEAR PERTURBATION
*STATIC
*CLOAD
10002,1,16.0
2,1,16.0
12,1,16.0
22,1,16.0
32,1,16.0
1002,1,16.0
1012,1,16.0
1032,1,16.0
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,NSET=NALL
U,RF
*ELEMENT OUTPUT,ELSET=EALL
CTF1,CEF1,CCF1,CRF1,CP1,CU1, CCU1
*ELEMENT OUTPUT, ELSET=EALL
 CTF,CEF,CU
*el print
 CTF
 CEF
 CU
*END STEP