*HEADING
Standard verification for meshed general section and incident wave loading
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
****************************************
*PART, NAME=MESHED
*NODE
*NGEN,NSET=ALL
*ELEMENT,TYPE=B31, ELSET=EALL
*BEAM GENERAL SECTION,SECTION=MESHED,ELSET=EALL
0., 0., -1.
**EA,EI11,EI12,EI22,GJ
 4.50000E+09, 3.03750E+12,-9.72748E-05, 1.03750E+12, 1.56731E+12
**mass,I11,I12,I22,cmx,cmy
  375.00    , 2.54688E+05,-1.23919E-11,  88021.    , 8.41855E-15,-1.58946E-16
*transverse shear stiffness
1.73077E+09,1.73077E+09,0.0
*centroid
*shear center
*section points
**
** INERTIA DUE TO FLUID IS ROUGHLY 10 TIMES BEAM INTRINSIC INERTIA
**
*BEAM FLUID INERTIA,FULL
*END PART
****************************************
*PART, NAME=GENERAL
*NODE
*NGEN,NSET=ALL
*ELEMENT,TYPE=B31, ELSET=EALL
*BEAM GENERAL SECTION,SECTION=GENERAL,DENSITY=.25,ELSET=EALL
1500.,1.0125E+6,0.,.34583333E+6,1.3583353E+6
0., 0., -1.
3.E+6, 1.1538462E+6,
*centroid
*shear center
**
** INERTIA DUE TO FLUID IS ROUGHLY 10 TIMES BEAM INTRINSIC INERTIA
**
*BEAM FLUID INERTIA,FULL
*END PART
****************************************
*ASSEMBLY, NAME=ASSEMBLY
*INSTANCE,NAME=MESHED_A, PART=MESHED
*END INSTANCE
*INSTANCE,NAME=GENERAL_A, PART=GENERAL
*END INSTANCE
**
*SURFACE,NAME=MSH
MESHED_A.EALL,S1
*SURFACE,NAME=GEN
GENERAL_A.EALL,S1
**
*END ASSEMBLY
****************************************
**BOUNDARY
**ASSEMBLY.MESHED_A.1, 1, 6
**ASSEMBLY.GENERAL_A.1, 1, 6
*NSET, NSET=QA_TEST_NALL
ASSEMBLY.MESHED_A.11
ASSEMBLY.GENERAL_A.11
*ELSET, ELSET=QA_TEST_EALL
ASSEMBLY.MESHED_A.1
ASSEMBLY.GENERAL_A.1
**
** THIS INCIDENT WAVE PROPERTY INDICATES A
** SOURCE, INITIALLY AT (37.5,0.0,30) WITH A STANDOFF
** (REFERENCE) POINT LOCATED AT (37.5,0.0,0.0)
**
*INCIDENT WAVE PROPERTY,NAME=UNDEX,TYPE=p
*INCIDENTWAVE FLUID PROPERTY
**
*IMPEDANCEPROPERTY,NAME=HARDREFL
**
*AMPLITUDE,DEFINITION=TABU,NAME=POINTY,TIME=TOTAL
-1,1.e-12,  1.0e-12,1.0e-12,  1.0e-1,1.0,  2.0e-1,0.000
**
****************************************
*STEP
*DYNAMIC, EXPLICIT
,1.
**
** THIS LOAD DEFINITION DESCRIBES THE LOAD AMPLITUDE, ITS
** LOAD PROPERTIES, AND A HARD REFLECTION PLANE LOCATED
** 250 UNITS FROM THE GIVEN SOURCE, WITH A NORMAL VECTOR
** AS INDICATED.
**
*INCIDENTWAVE,PRESSUREAMPLITUDE=POINTY,PROPERTY=UNDEX
GEN,5.0E+5
MSH,5.0E+5
*INCIDENTWAVEREFLECTION
250.0000, 0.0,0.0,-1.0, HARDREFL
**
*OUTPUT,FIELD,NUMBER=4, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_NALL
U,
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
S,LE
*OUTPUT, HISTORY,FREQ=10
*NODE OUTPUT, NSET=QA_TEST_NALL
U,v,a
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
S
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
LE
*END STEP