*HEADING
 NONSTRUCTURAL MASS VERIFICATION - SINGLE ELEMENT DECKS WITH "MASS PER VOLUME"
 UNITS.
 KEYWORD-PARAMETER COMBINATION TESTED: *PRINT,DMASS=YES
*PREPRINT, MODEL=YES
*RESTART,WRITE
*********************
*****B21*************
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Z
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=B21,ELSET=REFERENCE1
*ELEMENT,TYPE=B21,ELSET=TEST1
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE1,
*ELSET,ELSET=SCALE-ELEMENTS
TEST1
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE1,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST1,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*********************
*****B22*************
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=DISPLACEMENT_mid
*NSET,NSET=ROTATE-Z
*NSET,NSET=ROTATE-Z_mid
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=B22,ELSET=REFERENCE1a
*ELEMENT,TYPE=B22,ELSET=TEST1a
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE1a,
*ELSET,ELSET=SCALE-ELEMENTS
TEST1a,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE1a,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST1a,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*********************
****B31*************
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Y
*NSET,NSET=ROTATE-Z
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=B31,ELSET=REFERENCE2
*ELEMENT,TYPE=B31,ELSET=TEST2
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE2,
*ELSET,ELSET=SCALE-ELEMENTS
TEST2,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE2,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST2,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*************************************
****B32*************
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=DISPLACEMENT_mid
*NSET,NSET=ROTATE-Y
*NSET,NSET=ROTATE-Z
*NSET,NSET=ROTATE-Y_mid
*NSET,NSET=ROTATE-Z_mid
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=B32,ELSET=REFERENCE2a
*ELEMENT,TYPE=B32,ELSET=TEST2a
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE2a,
*ELSET,ELSET=SCALE-ELEMENTS
TEST2a,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE2a,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST2a,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*************************************
*****S3R *******
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Y
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=S3R,ELSET=REFERENCE3
*ELEMENT,TYPE=S3R,ELSET=TEST3
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE3,
*ELSET,ELSET=SCALE-ELEMENTS
TEST3,
***NODAL THICKNESS
**2001, .2
**2002, .2
**2003, .4
**2004, .4
**2101, .2
**2102, .2
**2103, .4
**2104, .4
*SHELL SECTION,
**NODAL THICKNESS,
ELSET=REFERENCE3,MATERIAL=NOSCALE-MATERIAL
.5,
*SHELL SECTION,
**NODAL THICKNESS,
ELSET=TEST3,MATERIAL=SCALE-MATERIAL
.5,
*****************************
*****S4R *********
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Y
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=S4R,ELSET=REFERENCE4
*ELEMENT,TYPE=S4R,ELSET=TEST4
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE4,
*ELSET,ELSET=SCALE-ELEMENTS
TEST4,
*SHELL SECTION,ELSET=REFERENCE4,MATERIAL=NOSCALE-MATERIAL
.5,
*SHELL SECTION,ELSET=TEST4,MATERIAL=SCALE-MATERIAL
.5,
*************************
*****SAX1****
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Z
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=SAX1,ELSET=REFERENCE5
*ELEMENT,TYPE=SAX1,ELSET=TEST5
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE5,
*ELSET,ELSET=SCALE-ELEMENTS
TEST5,
*SHELL SECTION,ELSET=REFERENCE5,MATERIAL=NOSCALE-MATERIAL
.5,
*SHELL SECTION,ELSET=TEST5,MATERIAL=SCALE-MATERIAL
.5,
*********************************
*****SAX1 **
*NODE,NSET=ALL-NODES
*NSET,NSET=DISPLACEMENT
*NSET,NSET=ROTATE-Z
*NSET,NSET=FIXED-NODES
*ELEMENT,TYPE=SAX1,ELSET=REFERENCE6
*ELEMENT,TYPE=SAX1,ELSET=TEST6
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE6,
*ELSET,ELSET=SCALE-ELEMENTS
TEST6,
***NODAL THICKNESS
**5001, .2
**5002, .4
**5101, .2
**5102, .4
*SHELL SECTION,
**NODAL THICKNESS,
ELSET=REFERENCE6,MATERIAL=NOSCALE-MATERIAL
.5,
*SHELL SECTION,
**NODAL THICKNESS,
ELSET=TEST6,MATERIAL=SCALE-MATERIAL
.5,
******************************
** REMAINDER OF DECK SAME FOR ALL TESTS
******************************
*MATERIAL,NAME=NOSCALE-MATERIAL
*ELASTIC
1.E6, .25
*DENSITY
1.E-4,
*MATERIAL,NAME=SCALE-MATERIAL
*ELASTIC
1.E6, .25
*DENSITY
1.E-7,
*BOUNDARY
FIXED-NODES,1,6
**************************
*AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP
0.,0.,  .00015, 1.
**************************
*NSET,NSET=QA_TEST
FIXED-NODES,
*ELSET,ELSET=QA_TEST
SCALE-ELEMENTS,
NOSCALE-ELEMENTS,
*NONSTRUCTURAL MASS, UNITS=TOTAL MASS, ELSET=SCALE-ELEMENTS
*STEP
*DYNAMIC,EXPLICIT
,.00015
*BOUNDARY,AMP=SMOOTH
DISPLACEMENT, 2,2, .05
DISPLACEMENT_mid, 2,2, .025
ROTATE-Y, 5,5, .05
ROTATE-Y_mid, 5,5, .025
ROTATE-Z, 6,6, .05
ROTATE-Z_mid, 6,6, .025
*RESTART,WRITE,NUMBER INTERVAL= 20
**********************
*FILE OUTPUT,NUMBER INTERVAL=4,TIMEMARKS=YES
*NODE FILE, NSET=FIXED-NODES
RF,
** RF not expected to be noisy.
*EL FILE
EMSF, EDT
** EMSF, EDT not expected to be noisy.
***********************
*OUTPUT, FIELD,NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST
EMSF, EDT
*NODE OUTPUT,NSET=QA_TEST
RF,
*****
***OUTPUT,HISTORY,TIME INTERVAL=0.
***NODE OUTPUT,NSET=FIXED-NODES
**RF,
***ELEMENT OUTPUT, ELSET=SCALE-ELEMENTS
**EDT,
***ELEMENT OUTPUT, ELSET=NOSCALE-ELEMENTS
**EDT,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=3.75E-05
*PRINT,DMASS=YES
*END STEP