*HEADING
 1D transient wave propagation, acoustic medium, incident wave load, planar
 and defined through acceleration amplitude
**
** C = root (K/rho)= 343.05 m/s   K=bulk mod, rho=density.
**
** Analytical solution to prescribed constant acceleration of a0 at x=0
**
** p(x,t) = (K a0 / c^2) (ct - x)  for x < ct
**        = 0  			   for x > ct
**
*PREPRINT,ECHO=NO,HISTORY=NO,MODEL=YES
*NODE
    1, 0,
  101, 1,
  501, 0,.5E-2
  601, 1,.5E-2
 1001, 0, 1.E-2
 1101, 1, 1.E-2
*NGEN,NSET=CHANNEL
    1,101
 1001,1101
*NSET,NSET=SAMPLE,GENERATE
 1,101
*ELEMENT,TYPE=AC2D3
 1,1,2,1002
 2,1002,1001,1
*ELGEN,ELSET=CHANNEL
 1,100,1,2
 2,100,1,2
*NSET,NSET=QA_TEST,GENERATE
 1,11
**************************
*SURFACE,NAME=IW_LOAD
2,S2
**************************
** CROSS-SECTION IS 1.0E-4
*SOLID SECTION,MATERIAL=AIR,ELSET=CHANNEL
 1.E-2,
**
*MATERIAL,NAME=AIR
*DENSITY
 1.21,
*ACOUSTIC MEDIUM,BULK MODULUS
 0.1424E6,
**
**************************
*INCIDENT WAVE PROPERTY,NAME=IWPROP,TYPE=PLANE
0.0,0.0,
-10.0,0.0,
*INCIDENT WAVE FLUID PROPERTY
0.1424E6,1.21,0.0
*AMPLITUDE,DEFINITION=TABULAR,NAME=ACCVTIME
0.0,-1.0,1.0,-1.0
**************************
*RESTART,WRITE,FREQUENCY=10000
**
*STEP,INC=1000
*DYNAMIC
.0001,.0044
** DEFINE NONREFLECTIVE BOUNDARY AT X=1
*IMPEDANCE
 199,I2
**
*INCIDENT WAVE,ACCELERATIONAMPLITUDE=ACCVTIME,PROPERTY=IWPROP
IW_LOAD,1
**
*OUTPUT,FIELD, FREQUENCY=200
*NODE OUTPUT
 POR,
*OUTPUT,HISTORY,OP=ADD,FREQUENCY=20
*NODE OUTPUT,NSET=qa_test
 POR,
*ENDSTEP