*HEADING xtie_xpl_ac2d3: AC2D3 AND CPS4 ELEMENTS Tube with nonreflective end condtion and *TIE constraint. Part of the air in the tube is modelled with continuum elements with air properties. ******************** TEST 9-DIGIT LABELS *PREPRINT,ECHO=YES,HIST=YES,MODEL=YES *NODE, Nset=ODB_NSET 900000001,1000.0,0.0 900000021,1000.5,0.0 900000101,1000.0,0.025 900000121,1000.5,0.025 *NGEN,NSET=NALL 900000001,900000021 900000101,900000121 *NCOPY,OLDSET=NALL,NEWSET=NSOL,CHANGENUMBER=10000,SHIFT 0.0,0.0,0.0 1.0,0.0,0.0,0.0,1.0,0.0 *NSET,NSET=SAMPLE,GENERATE 900000001,900000041 *NSET,NSET=LOAD 900000001,900000101 ** First 10 elements are acoustic *ELEMENT,TYPE=AC2D3 900000001,900000001,900000002,900000102 900000002,900000102,900000101,900000001 *ELGEN,ELSET=ACOU 900000001,5,1,2 900000002,5,1,2 ** Then 5 continuum elements *ELEMENT,TYPE=CPS4R 900001006,900010006,900010007,900010107,900010106 *ELGEN,ELSET=STRUCT 900001006,5,1,1 ** Next 20 elements are acoustic *ELEMENT,TYPE=AC2D3 900000031,900000011,900000012,900000112 900000032,900000112,900000111,900000011 *ELGEN,ELSET=ACOU 900000031,10,1,2 900000032,10,1,2 *ELSET,ELSET=NONREF 900000049 ************************************************ *SURFACE,TYPE=ELEMENT,NAME=ACR 900000009,S2 *SURFACE,TYPE=ELEMENT,NAME=SOL 900001006,S4 *SURFACE,TYPE=ELEMENT,NAME=SOR 900001010,S2 *SURFACE,TYPE=ELEMENT,NAME=ACL 900000032,S2 *TIE,NAME=CRAVAT SOL,ACR ACL,SOR ************************************************ ** ** Acoustic Element Properties ** *SOLID SECTION,MATERIAL=AIR,ELSET=ACOU 40. *MATERIAL,NAME=AIR *DENSITY 1.21, *ACOUSTIC MEDIUM,BULK MODULUS 0.1424E6, ************************************************ ** ** Continuum Element Properties ** *SOLID SECTION,MATERIAL=AIRSOLID,ELSET=STRUCT 40. *MATERIAL,NAME=AIRSOLID *DENSITY 1.21, *ELASTIC 0.1424E6, ************************************************ *Elset,Elset=ODB_ESET ACOU, STRUCT *Nset, Nset=ODB_NSET ODB_NSET, NALL, SAMPLE, LOAD ************************************************ *STEP *DYNAMIC,EXPLICIT,ELEMENT BY ELEMENT ,.01 *IMPEDANCE NONREF,I2 *CLOAD LOAD, 8,314.1592654 ** simulation of uniaxial condition *BOUNDARY NSOL,2,2 *OUTPUT,FIELD,NUMBER=5 *ELEMENT OUTPUT,ELSET=STRUCT S *NODE OUTPUT,NSET=SAMPLE POR, **OUTPUT,HISTORY,FREQUENCY=1 ***NODE OUTPUT,NSET=SAMPLE **POR, ***ELEMENT OUTPUT,ELSET=STRUCT **S11, *END STEP