*HEADING
** 
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*NODE,NSET=BEAMS,SYSTEM=C
      25001,4.0,90.0,0.0
      25071,4.0,-90.0,0.0
********************************
*NODE,NSET=STIFFNER
55,0.0,-2.0
65,1.0,-2.0
75,3.0,-1.1
*****
*NGEN,NSET=BEAMS,LINE=C
 25001,25071,1,,0,0,0,0,0,-1
*NSET,NSET=OUT
 25001, 25071, 25036,75
*NSET,NSET=P_OUT
1,21,41,
*NSET,NSET=QA_TEST
P_OUT, 
****************************
*NODE,NSET=INNER,SYSTEM=C
1,4.0,90.0,0.0
41,4.0,-90.0,0.0
*NGEN,NSET=INNER,LINE=C
1,41,1,,0,0,0,0,0,-1
*****************************
*NSET, NSET=ACOUSTIC
INNER, 
*****************************
*ELEMENT, TYPE=ACIN2D2
1,1,2
*ELGEN, ELSET=INF
1,40,1,1
*SOLID SECTION, ELSET=INF, MATERIAL=WATER
.1,0.,0.,0.
**********************************
*ELEMENT,TYPE=B21,ELSET=BEAMS
2001, 25001,25002
*ELGEN,ELSET=BEAMS
2001,70,1,1
*ELEMENT,TYPE=B21,ELSET=STIFFNER
3001,55,65
4001,65,25060
5001,75,25048
6001,75,25040
******************
*SURFACE,TYPE=ELEMENT,NAME=SLAVE
INF,Spos
*SURFACE,TYPE=ELEMENT,NAME=MASTER
BEAMS,SPOS
*TIE,NAME=COUPLING
slave,master
************************************
*MATERIAL,NAME=WATER
*DENSITY
1000.0, 
*ACOUSTIC MEDIUM,BULK MODULUS
2.25E9,
*ACOUSTIC MEDIUM,VOLUMETRICDRAG
0.63, 
*******************
*BEAM SECTION,MATERIAL=MAT1,ELSET=BEAMS,SECTION=RECT
0.1,0.1
*BEAM SECTION,MATERIAL=MAT1,ELSET=STIFFNER,SECTION=RECT
0.1,0.1
*MATERIAL,NAME=MAT1
*ELASTIC
207E9,0.3
*DENSITY
7800
*************************
*AMPLITUDE,DEFINITION=PERIODIC,NAME=SINE
1,628.3185,0,0.0
0.0,1.0
**********************
*STEP
*DYNAMIC,EXPLICIT,DIRECT
2.5e-5,0.003
*BOUNDARY,AMP=SINE,TYPE=ACCEL
75,2,2,1.0E4
*BOUNDARY
25001,1,1,0.0
25071,1,1,0.0
25001,6,6,0.0
25071,6,6,0.0
55,1,1,0.0
55,6,6,0.0
*OUTPUT,FIELD,NUMBER=1
*NODE OUTPUT,NSET=BEAMS
U
*NODE OUTPUT,NSET=ACOUSTIC
POR
*NODE OUTPUT,NSET=QA_TEST
POR
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,NSET=OUT
U,V,A
*NODE OUTPUT,NSET=P_OUT
POR,
*END STEP