*HEADING
 Test generalized incident wave
 Use *BEAM FLUID INERTIA with B31, *BEAM SECTION,ROTARY INERTIA=ISOTROPIC
**
*PREPRINT,ECHO=NO,HISTORY=NO,MODEL=YES
*NODE,NSET=ANCHOR
1,0.0 ,
*NODE
41,40.0
*NGEN,NSET=BEAM
1,41
*ELEMENT,TYPE=B31,ELSET=BEAM
1,1,2
*ELGEN,ELSET=BEAM
1,40,1,1
*NODE, NSET=SOURCE
 6001,          10.,           0.,       10.
*Node, NSET=STANDOFF
 6002,          10.,       0.1e-1,        0.
**************************
*SURFACE, NAME=IW_LOAD
BEAM,S1
**************************
*BEAM SECTION,SECTION=RECT,TEMPERATURE=GRADIENTS,MATERIAL=SOLID,ELSET=BEAM,
ROTARY INERTIA=ISOTROPIC
2.E-2, 1.E-2
0.0, 0.0,  -1.
3,
*BEAM FLUID INERTIA, FULL
1.21,0.0,0.0,0.01,1.0,0.0
*MATERIAL,NAME=SOLID
*DENSITY
 8.E3
*ELASTIC
 200.E9,0.0
**
*BOUNDARY
ANCHOR,ENCASTRE
**
**************************
*RESTART,WRITE
**
**********************************************************
*INCIDENT WAVE INTERACTION PROPERTY, NAME=Shhhhh, TYPE=SPHERE
0.1424E6,1.21,.11111,1.11111,.000001
*AMPLITUDE,DEFINITION=TABULAR,NAME=STEP,TIME=TOTALTIME
-3.0,0.0, 0.0,0.0,  0.01,1.0,  1.0e-1,1.0, 
1.1e-1, 0.0 
**--------------------------------------------------------
** 
*STEP, NAME=XPL
*DYNAMIC, EXPLICIT
, 5.
**BULK VISCOSITY
**.25,10.
*INCIDENT WAVE INTERACTION,PRESSUREAMPLITUDE=STEP,PROPERTY=Shhhhh
IW_LOAD, SOURCE, STANDOFF,1.E3
*OUTPUT, FIELD,NUMBERINTERVAL=100
*NODE OUTPUT
u,
*OUTPUT,HISTORY
*NODEOUTPUT,NSET=ANCHOR
RF,
*END STEP