*HEADING ** *PREPRINT, ECHO=NO, MODEL=NO, HISTORY=NO *NODE,NSET=BEAMS,SYSTEM=C 25001,4.0,90.0,0.0 25071,4.0,-90.0,0.0 ******************************** *NODE,NSET=STIFFNER 2055,0.0,-2.0 2065,1.0,-2.0 2075,3.0,-1.1 ***** *NGEN,NSET=BEAMS,LINE=C 25001,25071,1,,0,0,0,0,0,-1 *NSET,NSET=OUT 25001, 25071, 25036,75 *ELEMENT,TYPE=SAX1,ELSET=BEAMS 2001, 25001,25002 *ELGEN,ELSET=BEAMS 2001,70,1,1 *ELEMENT,TYPE=SAX1,ELSET=STIFFNER 3001,2055,2065 4001,2065,25060 5001,2075,25048 6001,2075,25040 ****************** *INCLUDE,INPUT=acoustic_prolate_stdelem.inp *INCLUDE,INPUT=acoustic_prolate.inp *NSET, NSET=INNER, GENERATE 1, 67, 1 *NSET, NSET=OUTER, GENERATE 1274, 1340, 1 *ELSET, ELSET=OUTER, GENERATE 1189, 1254, 1 *ELSET, ELSET=INNER, GENERATE 1, 66, 1 *SURFACE, TYPE=ELEMENT, NAME=SECONDARY INNER, S1 *ELSET, ELSET=_SURF-2_S3, GENERATE 1189, 1254, 1 *SURFACE, TYPE=ELEMENT, NAME=OUTER _SURF-2_S3, S3 *SURFACE,TYPE=ELEMENT,NAME=MAIN BEAMS,SPOS *TIE,NAME=COUPLING,adjust=no,position tolerance=1.0 SECONDARY,MAIN ************************************ *MATERIAL,NAME=WATER *DENSITY 1000.0, *ACOUSTIC MEDIUM,BULK MODULUS 2.25E9, *ACOUSTIC MEDIUM,VOLUMETRICDRAG 0.63, *SOLID SECTION,MATERIAL=WATER,ELSET=ACOUSTIC 0.1, ******************* *SHELL SECTION,MATERIAL=MAT1,ELSET=BEAMS 0.1, *SHELL SECTION,MATERIAL=MAT1,ELSET=STIFFNER 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,inc=1000,nlgeom=yes *DYNAMIC,alpha=0.0 2.5e-5,0.003 *IMPEDANCE,NONREFLECTING=PROLATE OUTER,I3, 9.6,0.5527708,0,0,0,0,1,0 *BOUNDARY,AMP=SINE,TYPE=ACCEL 2075,2,2,1.0E4 *BOUNDARY 25001,1,1,0.0 25071,1,1,0.0 25001,6,6,0.0 25071,6,6,0.0 2055,1,1,0.0 2055,6,6,0.0 *OUTPUT,FIELD,freq=50 *NODE OUTPUT POR *OUTPUT,HISTORY,freq=50 *node output,nset=inner por *END STEP *STEP,inc=1000,nlgeom=yes *DYNAMIC,alpha=0.0 2.5e-5,0.003 *BOUNDARY,AMP=SINE,TYPE=ACCEL 2075,2,2,1.0E4 *IMPEDANCE,NONREF=PROLATE,OP=NEW *SIMPEDANCE,OP=NEW,NONREF=PROLATE OUTER,9.6,0.5527708,0,0,0,0,1,0 *OUTPUT,FIELD,freq=50 *NODE OUTPUT POR *OUTPUT,HISTORY,freq=50 *node output,nset=inner por *END STEP ************************