*HEADING EC24AFAS: 1D transient wave propagation in an acoustic medium with prescribed Acceleration on DOF 1. AC2D4,ASI2 Verification problem: Transient Dynamics Tests ** ** C = root (K/rho)= 343.05 m/s K=bulk mod, rho=density. ** ** Analytic 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=YES,MODEL=YES ** *part,name=old *NODE, Nset=ODB_NSET 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 *NSET,NSET=LOAD 1,1001 *ELEMENT,TYPE=AC2D4 1,1,2,1002,1001 *ELGEN,ELSET=CHANNEL 1,100 *SOLID SECTION,MATERIAL=AIR,ELSET=CHANNEL 1.e-2, ** Cr-sec is 1e-4 ** ASI element at x=0, so that acceleration may be prescribed ** directly: *ELEMENT,TYPE=ASI2,ELSET=LOAD 1200,1001,1 *INTERFACE,ELSET=LOAD 1.e-2, *endpart *part,name=new *NODE, Nset=ODB_NSET 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 *NSET,NSET=LOAD 1,1001 *ELEMENT,TYPE=AC2D4 1,1,2,1002,1001 *ELGEN,ELSET=CHANNEL 1,100 *SOLID SECTION,MATERIAL=AIR,ELSET=CHANNEL 1.e-2, ** Cr-sec is 1e-4 ** ASI element at x=0, so that acceleration may be prescribed ** directly: *ELEMENT,TYPE=ASI2D2,ELSET=LOAD 1200,1001,1 *INTERFACE,ELSET=LOAD 1.e-2, *endpart ** *assembly,name=both *instance,name=old,part=old *endinstance *instance,name=new,part=new 0,0.05,0 *endinstance *nset,nset=sample old.sample,new.sample *nset,nset=load old.load,new.load *surface,NAME=NRS old.100,S2 new.100,S2 *endassembly ************************************** *MATERIAL,NAME=AIR *DENSITY 1.21, *ACOUSTIC MEDIUM,BULK MODULUS 0.1424E6, ** ** *RESTART,WRITE ** *STEP,INC=1000 *DYNAMIC .0001,.0036 ** Define nonreflective boundary at x=1 *IMPEDANCE old.100,I2, new.100,I2, ** ** Prescribe volume acceleration inwards ** of a0=1. ** Acceleration of interface element specified. *BOUNDARY,TYPE=ACCELERATION LOAD,1,1,1. *EL PRINT,FREQ=0 *NODE PRINT,NSET=SAMPLE,FREQ=6 POR, *NODE FILE,NSET=SAMPLE,FREQ=6 POR, *OUTPUT,FIELD, OP=NEW,Frequency=6 *NODE OUTPUT POR, *OUTPUT,HISTORY,OP=ADD,Frequency=6 *NODE OUTPUT,NSET=SAMPLE POR, *ENDSTEP *********************** *STEP,INC=1000 *DYNAMIC .0001,.0008 *IMPEDANCE,OP=NEW *SIMPEDANCE NRS, *BOUNDARY,TYPE=ACCELERATION LOAD,1,1,1. *EL PRINT,FREQ=0 *NODE PRINT,NSET=SAMPLE,FREQ=6 POR, *NODE FILE,NSET=SAMPLE,FREQ=6 POR, *OUTPUT,FIELD, OP=NEW,Frequency=6 *NODE OUTPUT POR, *OUTPUT,HISTORY,OP=ADD,Frequency=6 *NODE OUTPUT,NSET=SAMPLE POR, *ENDSTEP