/COM,ANSYS MEDIA REL. 2024R2 (05/10/2024) REF. VERIF. MANUAL: REL. 2024R2 /VERIFY,VM315 /TITLE,VM315,SIMULATION OF FREE SINTERING /COM, REFERENCE: ARGUELLO, J. ET AL. "VERIFICATION, PERFORMANCE, VALIDATION, AND /COM, MODIFICATIONS TO THE SOVS CONTINUUM CONSTITUTIVE MODEL IN A NONLINEAR /COM, LARGE-DEFORMATION FINITE ELEMENT CODE" /COM, J. AM. CERAM. SOC. 2009, 92(7): 1442-1449 /COM, /OUT,vm315_SCRATCH /PREP7 ET,1,185 BLOCK,0,1E-3,0,1E-3,0,1E-3 ESIZE,1 VMESH,1 E0 = 123.7E+09 ! YOUNG'S MODULUS (PA) V0 = 0.356 ! POISSON RATIO RH0 = 0.47 ! INITIAL RELATIVE DENSITY ! DEFINE ELASTIC CONSTANTS MP, EX, 1, E0 ! YOUNG'S MODULUS MP,NUXY, 1, V0 ! POISSON RATIO ! DEFINE SINTERING TRANSITION TEMPERATURE TB,SINT,1,,,PARAM TBDATA,1,750 ! DEFINE INITIAL RELATIVE DENSITY TB,SINT,1,,,INIT TBDATA,1,RH0,1.0E-6/(3*1.27) ! D=1/SS0=R0/(3*ALPHA) ! DEFINE C, SINTERING STRESS PARAMETER (RELATIVE DENSITY DEPENDENT) TB,SINT,1,,,STRESS TBFIELD,RELD,RH0 TBDATA,1,1,2 TBFIELD,RELD,1.0 TBDATA,1,1,2 ! FROM ETA(T)=A(T/T0)^2+B(T/T0)+C ! A=51.7E10 PA-S, B=-106.6E10 PA-S, C= 56.4E10 PA-S TB,SINT,1,,,VSTABLE TBPT,DEFI, 7.50000000E+02, 1.50000000E+10 TBPT,DEFI, 7.55102041E+02, 1.48062381E+10 TBPT,DEFI, 7.60204082E+02, 1.46603267E+10 TBPT,DEFI, 7.65306122E+02, 1.45622657E+10 TBPT,DEFI, 7.70408163E+02, 1.45120552E+10 TBPT,DEFI, 7.75510204E+02, 1.45096950E+10 TBPT,DEFI, 7.80612245E+02, 1.45551853E+10 TBPT,DEFI, 7.85714286E+02, 1.46485261E+10 TBPT,DEFI, 7.90816327E+02, 1.47897172E+10 TBPT,DEFI, 7.95918367E+02, 1.49787589E+10 TBPT,DEFI, 8.01020408E+02, 1.52156509E+10 TBPT,DEFI, 8.06122449E+02, 1.55003934E+10 TBPT,DEFI, 8.11224490E+02, 1.58329863E+10 TBPT,DEFI, 8.16326531E+02, 1.62134296E+10 TBPT,DEFI, 8.21428571E+02, 1.66417234E+10 TBPT,DEFI, 8.26530612E+02, 1.71178676E+10 TBPT,DEFI, 8.31632653E+02, 1.76418622E+10 TBPT,DEFI, 8.36734694E+02, 1.82137073E+10 TBPT,DEFI, 8.41836735E+02, 1.88334027E+10 TBPT,DEFI, 8.46938776E+02, 1.95009487E+10 TBPT,DEFI, 8.52040816E+02, 2.02163450E+10 TBPT,DEFI, 8.57142857E+02, 2.09795918E+10 TBPT,DEFI, 8.62244898E+02, 2.17906891E+10 TBPT,DEFI, 8.67346939E+02, 2.26496367E+10 TBPT,DEFI, 8.72448980E+02, 2.35564348E+10 TBPT,DEFI, 8.77551020E+02, 2.45110833E+10 TBPT,DEFI, 8.82653061E+02, 2.55135823E+10 TBPT,DEFI, 8.87755102E+02, 2.65639317E+10 TBPT,DEFI, 8.92857143E+02, 2.76621315E+10 TBPT,DEFI, 8.97959184E+02, 2.88081818E+10 TBPT,DEFI, 9.03061224E+02, 3.00020825E+10 TBPT,DEFI, 9.08163265E+02, 3.12438336E+10 TBPT,DEFI, 9.13265306E+02, 3.25334351E+10 TBPT,DEFI, 9.18367347E+02, 3.38708871E+10 TBPT,DEFI, 9.23469388E+02, 3.52561896E+10 TBPT,DEFI, 9.28571429E+02, 3.66893424E+10 TBPT,DEFI, 9.33673469E+02, 3.81703457E+10 TBPT,DEFI, 9.38775510E+02, 3.96991994E+10 TBPT,DEFI, 9.43877551E+02, 4.12759036E+10 TBPT,DEFI, 9.48979592E+02, 4.29004581E+10 TBPT,DEFI, 9.54081633E+02, 4.45728632E+10 TBPT,DEFI, 9.59183673E+02, 4.62931186E+10 TBPT,DEFI, 9.64285714E+02, 4.80612245E+10 TBPT,DEFI, 9.69387755E+02, 4.98771808E+10 TBPT,DEFI, 9.74489796E+02, 5.17409876E+10 TBPT,DEFI, 9.79591837E+02, 5.36526447E+10 TBPT,DEFI, 9.84693878E+02, 5.56121523E+10 TBPT,DEFI, 9.89795918E+02, 5.76195104E+10 TBPT,DEFI, 9.94897959E+02, 5.96747189E+10 TBPT,DEFI, 1.00000000E+03, 6.17777778E+10 ! DEFINE PARAMETERS FOR SOVS TB,SINT,1,,,SOVS TBDATA,1,1,2,2/3,3,1 TOFFSET,0 NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 ALLSEL FINISH /SOLU NLGEOM,ON TIME,1 NSUBST,1 OUTRES,ALL,ALL BF,ALL,TEMP,750 ALLSEL SOLV TIME,1+3000 ! 250/5 *60 = 3000 SECONDS NSUBST,30,30,30 BF,ALL,TEMP,1000 ALLSEL SOLV /POST26 ESOL, 2, 1,,BFE,TEMP ESOL, 3, 1,,SINT, RHO PRVAR,2,3 /POST1 SET,LAST *GET,RHO_N1,NODE,1,SINT,RHO *DIM,LABEL,CHAR,1,1 *DIM,TARGET,,1,1 *DIM,ANSYS,,1,1 *DIM,RATIO,,1,1 LABEL(1)='RHO' ANSYS(1)=RHO_N1 TARGET(1)=0.634 RATIO(1)=ABS(ANSYS(1)/TARGET(1)) /OUT,vm315,vrt /COM,-------------------- VM315 RESULTS COMPARISON ------------------------- /COM, /COM, | TARGET | Mechanical APDL | RATIO /COM, *VWRITE,LABEL(1,1),TARGET(1),ANSYS(1),RATIO(1) (1X,A10,' ',F9.3,' ',F9.3, ' ',F9.4) /COM,----------------------------------------------------------------------- /OUT *LIST,vm315,vrt FINISH