ML20055D929
| ML20055D929 | |
| Person / Time | |
|---|---|
| Site: | Haddam Neck File:Connecticut Yankee Atomic Power Co icon.png |
| Issue date: | 06/20/1990 |
| From: | Mckissick J NORTHEAST UTILITIES SERVICE CO. |
| To: | |
| Shared Package | |
| ML20055D881 | List: |
| References | |
| 89-089-1272GP, 89-089-1272GP-R00, 89-89-1272GP, 89-89-1272GP-R, NUDOCS 9007100163 | |
| Download: ML20055D929 (53) | |
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( 40292 #YTES) TEfFEFATUPES WITTEN (N FILE 04
- m* TEtFEPATUDE SOLUTION "*"
Tit 1E - .20000 LDAD STEP-1 ITEPATinN-2 C'31. ITEU.- 2 N00E TEfP NODE TEf1D N00E TEf1P NODE TEt1P NDEC TEMP 1 253.29 2 271.75 3 799.77 4 326.43 5 34?.59 6 369.38 7 382.67 8 392.60 9 398.42 10 400.32 11 253.2? 12 271.75 13 229.77 14 326.43 15 340.59 16 368.38 17 382.67 18 392.60 19 398.42 29 403.32 21 253.27 22 271.75 23 799.77 24 326.43 25 340.59 26 368.38 27 382.67 28 392.69 25 3?B.42 35 400.32 31 253.29 32 271.75 33 2??.77 34 326.43 35 34?.59 36 368.39 37 382.67 36 392.60 3' 3?8.42 48 400.32 41 253.29 42 271.75 43 29?.77 44 326.43 45 349.59 46 368.38 47 382.67 43 392.60 4? Jo?.42 50 409.32 f1AX171UN TEMPERATURE-400.32 AT NDDE 59 tilN!fiUM TEt1PERAT' RE-293.29 AT tGE 41 J "m ELEMENT HEAT F1.0W JATES ** Tite - .203000 LDAD STEc= 1 ITEF.- 2 CUM. ITER.- 2 EL* 1 NODES-1 2 12 11 mT-1 UCL. 3.741 2-P SOLID F'IE,Y Sift)=I NODES-11 1 AREA-19.91 TGtX 95.48 .5684E-13 98.48 TF(X -71.54 .4130E-13 71.54 IFitti ,Y SUMP 2I.099 Tong,TBLLK-253.29 259.09 HEAT PATE-1373.3 EL-2 NOCES-7 .3 13 12 f1AT= 2 UOL-13.71 ?-D SOLID TG(X,Y, sum-41.22 '.5684E-13 41.22 TF(X,Y,931b -76.87 .1060E-12 76.8 7 EL= 3 NDDES-3 4 14 13 mT= 2 UOL-13.94 7-D SOLID TGtX,Y,50Mb 30.22 .5684E-13 39.22 TF(X,Y,9f k -73.22 .1061E-12 73.22 EL-4 NUEES-4 5 15 14 mi-2 W 14.17 2-0 SfX.ID TG(X,Y,9E W 34.07 .54.04E-13 34.07 TFtX,Y,Str u -63.61 .1061E-12 63.61 EL-5 NODES-5 6 16 15 M T= 2 UOL- '14.40 2-D 91 LID TG(X,Y,9JM)- 27.66 .5684E-13 27.66 TF(X,Y,SLF1b -51.58 .1060E-12 51.58 EL-6 Nn0ES-6 7 17 16 f1AT= 2 UOL-14.63 2-D SOLID TGtX,Y,5LM N 21.03 .5684E-13 21.93 .TF(X,Y, sun > -39.12 .1E58E-12 3?.12 _m._ Jun 21 19:49 I?99 file M.det Page 6 EL-7 f.'IES-7 8 18 17 mT-2 8.R. 14.86 2-D nm TG(X,Y,9El-14.61 .1705E-12 14.61 TF(y,Y,S'E). -27.13 .3167E-12 27.13 EL-8 hdDES-9 ? 19 18 m T-2 tR-15.19 2-D SDLTD TG(X,Y,5 UMP-8.5% .1795E-12 8.c5r TF(X,Y,9311- -15.86 .3162E-12 15.86 EL-9 HOEES-9 10 29 19 mT-2 tR-15.33 2-D SOLIO TG(X,Y, Sift)- 2.803 .5684E-13 2.803 TF(X,Y,Sirl= .5.193 .1953E-12 5.193 EL-19 fGES-11 12 22 21 mT-1 UOL-3.741 2-D SDLTD TG(X 98.49 .5684-13 98.43 TF(X,Y 9E h -71.54 .4130E-13 71.c4 FACE,Y SUM)-I NODES-21 11 ADEA= 1*.91 HFIU1= 21.9C8 TAMG,TP U - 2c3.29 30.99 SEAT PATE-1373.3 El.- 11 NODES-12 13 23 22 MT= 2 UOL-13.71 2-0 SOLID TG(X,Y,Slfil-41.22 .1137E-12 41.22 TF(X,Y,5UM1- -76.97 .212CE-12 76.87 EL-12 NODES-13 14 24 23 M T-2 UDL-13.94 2-D SiUD TGtX,Y,50M)- 39.22 .113X-12 39.22 TFU,Y,97)* -73.22 .2123E-12 73.22 EL* 13 NODES-14 15 25 24 MT-2 UOL-14.17 7-D SOLIO TGtX,Y,StM)- 34.07 .5684E-13 34.97 TF(X,Y,9M)- -63.61 .1061E-12 63.61 EL-14 NUEES-15 16 26 25 m T-2 UDL-14.49 2-0 SOLID TG(X,Y,9JM)- 27.66 .0000E*C0 27.66 TF(X,V,9311- -51.58 .0000E*?9 51.C8 EL-15 NTES-16 17 27 26 mT-2 UOL-14.63 2-D 91tD TGtX,Y, SUM)- 21.93 .0CDCE+00 21.93 TF(X,Y,Surt)- -39.12 .97DCE+0D 39.12 EL-16 N00ES-17 18 28 27 mT-2 UOL-14.86 2-D 91ID TG(X,Y,5UM)- 14.61 .5684E-13 14.61 TF(x,Y,StF1)= -27.13 .1056E-12 27.13 EL-17 NO K S-18 19 29 28 S T-2 00L-15.10 2-0 SCLID TG(X,Y, SUM). 8.5% .170 9 12 8.%5 TT(X,Y,9%)* -15.86 .3162E-12 15.86 EL-la NODES-19 20 30 29 m T-2 UOL-15.33 2-0 SCLID TGtX,Y,5UM)- 2.803 .1705E-12 2.80) TF(X,Y, SUM)- -5.193 .3152E-12 5.193 EL-19 NODES-21 22 32 31 MT-1 UOL. 3.741 2-0 SOLID TGtX
- 99. 4
.199CE-12 98.49 TFM -71.54 .1445E-12 ?1.54 FFCE,Y,5UM)- WILM ,Y 9 71- = NODES-31 21 AREA-19.91 2f.ttCO Tux,T8tLK-253.29 159.99 HEAT N E-1373.3 EL-20 NOLES-72 23 33 32 M T-2 UOL-13.71 2-0 91TD TG(V,Y, SUN)- 41.22 '.2274E-12 41.22 TF(X,Y,9E)- -76.87 .424DE-12 76.87 EL-21 FEES-23 24 34 33 mT-2 UOL-13.94 2-0 S[ TID TGtX,Y,9E). 30.22 .5684E-13 30.22 TF(X,Y,9E)= -73.22 .1961E-12 73.22 El-22 N05.5-24 25 5 34 MT-2 UOL.14.17 7-D SOLID TGt X,Y,9E)- 34.07 - % 34E-13 34.97 TF U,Y,931)- -63.61 .1061E-12 63.61 m EL-23 UES-25 26 36 5 mT-2 tR= '14.40 2-D SOLID TG(X,Y,9El-27.66 .GC00E*C0 27.66 TFf X,Y, SUM)= -51.58 .0000E*99 51.58 EL-24 NOCES-26 27 37 36 MT-2 UOL-14.63 2-3 SOL!D TGfX,Y,931)- 21.03 .%34E-13 21.93 TFtX,Y, SUM)- -39.12 .195EE-12 ??.12 . -m = m ~ .hri 21 10:40 19?O fileM.det Page 7 EL-25 !(DES-27 28 38 37 S T-2 90L-14.86 2-D SultD TGtX,Y,9E)= 14.61 .1705E-12 14.61 TF(x,Y,9111- -27.13 .3167E-12 27.13 EL= 26 NODES-28 29 39 30 MT-2 UOL-15.19 2-0 SOLID TG(X,Y,StJ1)= 8.M5 .%84E-13 8.5% Tr(x,Y,9El= -15.86 .tc54E-12 15.c6 EL-27 N00ES-29 30 49 39 f1AT-2 tR-15.33 2-D S 1ID TGtX,Y,95)= 2.893 .1705E-12 2.893 Tr(X,Y,95)- -5.193 .315CE-12 5.183 EL. 28 NODES-31 32 42 41 mi 1 tR-3.741 2-D S1 !D TGtX 98.48 .2B42E-13 98.48 TF(Y,Y 9El= - 71.54 .2MEE-13 71.54 FACE,Y 9M)-A N00ES= 41 31 APEA-19.91 HFitti-2I.CCD TNG,TBULK-253.29 250.69 K AT PATE. 1773.3 EL-29 NDDES-32 33 43 42 M T- '2 tR-13.71 2-D SOLID TGtX,Y,Surt)= 41.22 .1137E-12 41.22 TF(X,Y,931)= -76.87 .2120E-12 76.87 EL-39 NDDES-33 34 44 43 mT-2 tR-13.94 2-D S1 TD TGtX,V,9E)- 39.22 .%84E-13 39.22 TF(X,Y,9El- -73.22 .1961E-12 N.22 EL-31 N00ES-34 5 45 44 f1AT= 2 UOL-14.17 2-D SOLID TGtX,Y,9M)- 34.07 .W84E-13 34.97 TF(X,Y,9El- -63.61 .1MIE-12 63.61 EL* 32 NODES-M 36 46 45 11AT-2 LR-14.40 2-0 SOLID TGtX,Y,931)- 27.66 .1137E-12 27 M TF(X,Y,SLM1= -51.58 .212CE-12 51.58 EL-33 N00ES-37 47 46 finT* 2 UOL-14.63 2-D SOLID TGtX,Y,9M)- 21.03 .0000E+90 21.8) TF(X,Y,9E)- -39.12 .CGCOE-69 3?.12 EL-34 NODES-37 38 48 47 mi-2 UOL-14.86 2-0 SOLID TG(X,Y,92)- 14.61 .113T-12 14.61 TF(X,Y,9M)- -27.13 .2111E-12 27.13 EL= M NODES-38 39 4? 48 f1AT-2 UOL-15.19 2-D SOLID TGtX,Y,Slft). 8.5% .%84E-13 8.5% TF(X,Y,9El= -15.86 .1954E-12 15.56 EL- % NODES-39 4D 50 49 f1AT= 2 (U_= 15.33 2-D SRID TG(X,Y,9J1)= 2.003 .5684E-13 2.893 TF(X,Y,931)= -5.193 .1953E-12 5.193
- LOAD STEP 1
ITER 2 ED TLETED. TI!1E- .209090 Tif1E INE- .100000 K V TFI4 G STFIX EUrl ITEP.- 2
- TEffERATIME SOLilTION *****
TI!E - .30000 LDAD STEP. 1 ITEP4TI(N-3 ElJ1. ITED.- 3 HnDE TErF NODE TErP NODE TEf1P N00E tem m TEF 1 252.44 '2 264.70 3 293.5g 4 301.75 5 318.67 6 333.48 7 345.53 8 354.38 9 M2.76 19 Mt.56 11 252.48 12 264.70 13 283.5g 14 301.75 15 318.67 16 J33.48 17 345.53 18 Md.38 IS M9.76 20 M1.56 21 252.48 22 264.70 23 283.50 24 301.75 25 319.6e 26 JJJ.48 27 345.53 28 M4.38 2' M'.76 38 hl M 31 252.48 32 264.79 33 283.5g 34 331.75 5 318.67 36 333.48 37 345.53 38 M4.38 39 59.76 48 hl.%, 41 252.48 42 264.70 43 283.50 44 381.79 45 318.6i 46 333.48 47 345.53 48 M4.38 45 350.76 58 EI.% fiANinE TEMPEUATIFE-M1.56 AT N00E 10 tilNiny TE!1PEDATUPE-252.48 AT NO[E 11 o 3ri 21 10:40 1970 fileM.det Page 8 ~ mee ELEMENT EAT FLDW PATES ***** TIT - .300000 LOAO STEP = 1 ITED.- 3 CIM. ITED.- ? EL-1 NODES-1 2 12 11 !%T-1 UDL-3.741 2-0 9110 TG(X,Y 9E)- 65.17 .0000E40 65.17 TF(X Y 9Mb -52.09 .00COE43 52.07 FACE-A FE ES-11 1 AREA-19.91 W ILt>,2i.000 TAS,TPJLb 252.48 250.00 E AT 8 ATE-1938.4 EL-2 NDEES-2 3 13 12 mT-2 UOL= 13.71 2-0 SOLID TG(X,Y,SUMb 27.66 .113T-12 27.66 TF(x,Y,StM b -51.64 .2123E-12 51.64 EL-3 NDDES-3 4 14 13 MT= 2 UOL-13.94 2-D S[ LID TGiX,Y,9M)- 26.84 .1137E-12 26.84 TF(X,Y,9M b -50.12 .2123E-12 50.12 ELo 4 NODES-4 5 15 14 mT-2 tR-14.17 2-0 SOLID TG(X,Y,5UMb 24.90 .00 DOE 46 24.00 TF(X,Y,SLM b -46.4' .0000E40 46.49 Eto 5 N0lES-5 6 16 15 MT= 2 tR-14.40 2-D 91ID TGtX,Y, SUN)- 21.79- .5684E-13 21.79 Trty,y,9f b -4g.53 .lg61E-12 4g.sg Elo ' 6 NOCES-6 7 17 16 fST= 2 Ult.* 14.63 2-D SOLID TG(X,Y,Sim)- 17.73 .5684E-13 17.73 TT(X,Y,9E)- -33.10 .1061E-12 33.19 Elo 7 NGDES-7 8 18 17 f9T-2 LR= 14.86 2-D 911D TG(X,Y,9E b 13.01 .1703E-12 13.01 TFtY,Y,9mi- -24.30 .31F4E-12 24.39 ELo 8 NODES-8 9 19 19 m T= 2 tR-15.10 2-D SOLID TG(X,Y,9E)- 7.920 .1137E-12 7.920 TF(X,Y,SLM b -14.77 .2121E-12 14.77 ELo 9 NODES-9 10 20 19 fMT-2 tR-15.33 2-D SOLID TGtX,Y,5UMb 2.647 .5684E-13 2.647 T:( X,Y,9.M)- -4.95 .1960E-12 4.95 EL= 10 NTES-11 12 22 21 fmT-1 UOL-3.741 2-0 SOLID TC(X 65.17 .2274E-12 65.17 TF(X -52.07 .1917E-12 52.09 FACE,Y,5UMb W ILfk,Y SLM)*
- N00ES-21 11 AREA- !?.91 21.000 T#5,T80LJ-252.43 250.00 K AT SATE-1938.4 ELo 11 NODES-12 13 23 22 fMT= 2 UOL-13.71 2-D 911D TGtX,Y,9M b 27.66
.1705E-12 27.64 TF(X,Y,5UM1- -51.64 .3194E-12 51.64 El-12 NODES-13 14 24 23 F%T-2 UOL-13.94 2-0 SOLID TGtX,Y,SUMb 26.84 .1137E-12 26.94 TF(X,Y,SLM b -50.12 .2123E-12 50.12 l ELo 13 NTES-14 15'.5684E-13 25 24 tmT= 2 VOL-14.17 2-0 SOLID TG(X,Y, SUM)- 24.90 24.90 TFtX,Y,SLM b -46.49 .1061E-12 46.49 EL-14 NODES-15 16 26 25 f%T-2 UOL-14.40 2-0 SOLID TG(X,Y,5UMb 21.79 .1137E-12 21.79 TF t X,V,SLM)= -40.68 .2123E-12 40.68 Elo 15 NODE 5-16 17 27 26 f%T-2 UOL= 14.63 2-0 SOLID TG(X,Y,9E b 17.73 .1137E-12 17.73 TFfX,Y,SLM b -33.10 .212E-12 33.10 ELo 16 NODES-17 18 79 27 f%T-2 tR- '14.86 2-0 SOLID TG(X,Y,SLM b 13.01 .0000E*00 13.01 TF(X,Y,9% b -24.30 .0000E*00 24.30 EL-17 NODES-18 19 79 28 fMT-2 UOL-15.10 2-D SilD i TGtX,Y,5Unb 7.920 .0000E40 7.?20 TFt x,Y,9En -14.77 .0090E+00 14.77 e. Ju, 21 10:40 1990 file M.det Page 9 4 EL-18 NODES-19 2t 33 20 r%T-2 tR. 15.33 2-0 SOLID TG(X,Y,95)* 2.647 .5684E-13 2.647 Tr(X,Y,9E)= -4.035 .1060E-12 4.95 EL-19 NODES-21 22 32 31 mT= 1 tR-3.741 2-D 911D TGtX 65.17 .5694E-13 65.17 Tr(V,Y 9E)- -52. P 4543E-13 52.0S FACE,Y 95)-A tJ0 DES-31 21 AREA-19.91 HFILM-21.000 TAUG,TPJLY. 252.48 259.60 W AT DATE-1938.4 EL* 20 N00ES-22 23 33 32 tmT= 2 (R-13.71 2-0 SOLID TGtX,Y,9E7* 27.66 .5684E-13 27.66 TF(X,Y,9%)- -51.64 .1061E-12 51.64 EL-21 NODES-23 24 34 33 M T-2 LR-13.94 2-D SOLID TG(X,Y,9E)- 26.84 .1137E-12 26.84 TF(X,Y,9JM)= -50.12 .2123E-12 50.12 EL= 22 NODES-24 25 5 34 mT-2 UOL-14.17 7-D SQ_ID TG(X,Y,50M)- 24.90 .1705E-12 24.90 TF(4,Y,9E)- -46.49 .3184E-12 46.49 EL-23 NODES-25 26 36 M mT-2 tR-14.40 2 D SOLID TG(X,Y,9E)- 21.79 .2274E-12 21.79 TF(X,Y,9El- -40.68 .4245E-12 40.69 EL* 24 NODES-26 27 37 36 t%T-2 UOL-14.63 2-0 SOLID TGt X,Y,92)- 17.73 .2274E-12 17.73 TF(X,Y,9E)- -33.10 .4245E-12 33.10 EL-25 NODES-27 28 38 37 mi 2 UOL-14.86 7-D SOLID TG(X,Y,9M)- 13.01 .1137E-12 13.01 TF(X,Y,9%)- -24.30 .2123E-12 24.30 EL-26 NODES-28 29 39 38 f%T* 2 UOL-15.10 2-0 SOLID TG(X,Y,9M)- 7.920 .1137E-12 7.920 TF(X,Y, SUM)- -14.77 .2121E-12 14.77 EL-27 NODES-2? 30 40 30 MT-2 UCL-15.33 2-D SOLID TG(X,Y, SUM)- 2.647 .5684E-13 2.647 TF(X,Y, SUM)- -4.935 .106'iE-12 4.935 EL* 28 HODES-31 32 42 41 t%T= 1 UOL-3.741 2-D SOLID TG(X Y 95)- 65.17 .1990E-12 65.17 TFtX Y 9M)- -52.09 .15'0E-12 52.09 FACE A NOCES-41 31 AREA-19.91 WILM=,2i.000 TA'JG,TBU-252.48 250.00 HEAT PATE-1938.4 EL-29 NOCES-32 33 43 42 tMT-2 tR-13.71 2-D SOLID l TGtX,Y, SUM)- 27.66 .1705E-12 27.46 TF(X,Y,9E)- -51.64 .3184E-12 51.64 1 Ela 30 NII)ES- '33 34 44 43 t%T-2 ')0L-13.94 2-D 9110 TG(X,Y,9M1-26.84 .1705E-12 26.84 TFfX,Y,9%)- -50.12 .3184E-12 50.12 EL. 31 NODES, 34' 35 45 44 MT-2 tR-14.17 2-0 91TD TGf X,Y,SLM)- 24.90 ~.1137E-12 24.90 TT(X,Y,9E)- -46.4' .2123E-12 46.49 Ela 32 N00ES-M 36 46 45 FMT-2 UOL-14.40 2-D SCLID GtX,Y,5UMJ-21.79 .5684E-13 21.79 TF(X,Y,SLM). -40.68 .1061E-12 49.68 T Ele 33 NODES-36 37 47 46 S T-2 Vil-14.63 2-D 50.10 TGtX,Y,5UM)= 17.73 .1137E-12 17.73 TP X,Y,9M)- -33.10 .2123E-12 33.10 1 EL. 34-NODES-37 38 48 47 t%T-2 (R- '14.86 2-D SOLID TGtX,Y, SUM)- 13.01 .5684E-13 13.01 TF(X,Y,9E)- -24.30 .1061E-12 24.30 El-M NOCES-38 39 49 48 f%T-2 (U_- 15.10 2-D 911D TG(X,Y, SUM)- 7.920 .5664E-13 7.920 Tr(X,Y, SUM)- -14.77 .1060E-12 14.77 L_. _ _ _ _. _ _ __ _ 7- ,q g. / b Jun 21 19:4G 19SD fileJ5.det Page 19 EL= 36 NDEES= 39 46 50 49 MT= 2 UOL= 15.33 2-0 SOLID TGtX,Y,97 H 2.647 .0000E*00 - 2.647 TF(X,Y,9E)- -4.?35 .0000E*00 4.?35 TMGIENT (PTIMIZATIDN VALUE - 26.626 AT NODE 13 ERITEFION - 19.800 "* LOAD STEF 1 ITEP 3 EJ1PLETED. Tir1E- .300000 TIT INC- .109999 HEt; TPIMG mMIX EIM. ITER.- 3 ELEf1ENT FDPrATION ELEM= 30 L.S.- 1 IT*d. 4 EP. 14.190 '"" TEliPEFATIFE SOLUTION M*** TifE - 40009 LDAD STEP-1 ITEPATION-4 Elfi. ITER.- 4 EE tem - N00E TEW NODE TEF N00E TEfS EE tem 1 251.80 2 269.61 3 274.04 4 286.74 5 298.45 6 308.64 7 317.05 8 323.31
- 327.16 10 328.46 11 251.83 12 260.61 13 274.04 14 286.74 15 2*?.40 16 308.64 17 317.05 18 323.31' 19 327.16 29 E8.46 21 251.80 22 260.61 23 274.84 24 286.74 25 2?8.40 26 308.64 27 317.05 28 323.31 29 327.14 30 328.44 31 251.80 32 260.61 33 274.84 34 296.74 35 299.40 36 308.64 37 317.05 35 323.31 39 327.16 49 329.46 41 251.80 42 269.61 43 274.04 44 286.74 45 298.49 46 308.64 47 317.05 48 323.31 49 327.16 59 E8.4A mXIfU1 TE'1PERATURE. 328.46 AT N00E 19 MIN!filef TEF64TiFE-251.89 AT NDDE 31
""* ELEMENT HEAT FLO'J DATES "*" Tite - 409900 L0c0 STED-1 ITED.* 4 ELM. ITED.- 4 EL-1 N00ES-1 2 12 11 mT-1 00L-3.741 2-0 SOLID TGtX 46.99 .1137E-12 46.S* TFtY Y Srh -37.67 .9113E-II 37.67 FACL,Y 9E mE NOCES-11 1 APEc= 10.91 FILM =,2f.939 TAUG,TBLW 251.69 259.9p uEAT PATE-752.82 EL-2 NODES-2 3 13 12 mT= 2 UOL-13.71 2-D SCUD TGtX,Y,97 N 10.76 .1137E-12 1C.76 TFfX,Y,9A b -H.89 .2123E-12 F.88 EL-3 N0EES-3 4 14 13 S T-2 'R-13.54 2-0 SOLID TGiX,Y,9M H 18.79 .0000E*D0
- 19. 1 Trt X,Y,9n)-
-34.90 . CDDE+ 0D 34.99 EL-4 NODES-4 5 15 14 MT-2 00L-14.17
- -D SOLID TGt X,Y,9 Pt k 17.16
.5684E-13 17.16 TFt X,Y,9AN -32.03 .1041E-12 32.03 Ela 5 N00ES-5 6 16 15 mT-2 UOL-14.49 2-D SOLID TG(X,Y, Sunk 15.95 .5684E-13 15.05 TF(X,Y,9E)- -28.11 .1061E-12 28.11 EL* 6 NDEES-6 7 17 16 M T-2 901-14.63 2 0 SOLID TGtX,Y,9A b 12.39 .113;T-12 12.32 TF(X,Y,SLMN -23.12 .212'T-12 23.12 EL-7 HOEES-7 8 18 17 m T-2 UOL= 14.P6 . 2-D SCUD TG(X,Y,Surib 9.210 5684E-13 9.210 . TF(y,Y,97b -17.10 .1061E-12 17.19 Ela 8 N00E5-8 9 17 18 MT-2 tR. 15.10 2.D SOLID TGtX,Y,9M)- 5.663 .1137E-12 5.663 TFfX,Y,9th -19.57 .2123E-12 19.57 EL-9 N00ES-9 10 20 19 MT-2 tR-15.33 2-0 SiUD TG(X,Y,5Lttu 1.904 .0000E+09 1.904 TF(X,Y,9A N -3.554 .0000E*D3 3.554 EL= 10 NOCES-11 12 22 21 mT. I tR. 3.741 2-D SOLID h' [Jun 2110:40 1999 file)5.det"Pepe 11 FACE,Y,Slm)- ' 46.99 .9999E+99 46.?9 TF(X Y 95)- -37.67 .0080E+28 37.67 'TG(X NODES-21 11 apEk 19.91 HFILt1=,2I.000 T#S,T9 U = 251.88 2'O.99 HEAT N TE-752.82 a Ele 11 NODES-12 13 23 22-mT 2 UOL-13.71 2-D SOLID TGtX,Y,SLm-19.76 .8000E*09 I?.76 - TF(X,Y,9R)- -M.89 .9909E+99 M.88 ' EL= 12 NODES-13 14 24 23 mT- ^ 2 tR-13.94 2-0 S(R.fD TG(X,Y,97). 18.70 .0000E*89 18.78 TF(X,Y,9El- -34.?3- .8090E+09: 34.?8 EL-13 NODES-14 15 25 24 MT= 2 00L-14.17 2-D 91.1D TGtX,Y,Suli)- 17.16 .5684E-13 17.16 . TF(X,Y,9M)- -32.93 .1061E-12 32.03 EL= 14 l(IDES-15 16 26 25 NT-2 tR-14.40 2-0 SOLID TG(X,Y,9 E - -15.05 ..5684E-13 15.05 - Tr(x,y,Stm. -28.11 .1961E-12 28.11 'i EL. 15 N00ES= 16 17 27 26 MT= 2 UOL-14.63 - 2-0 SOLID TC(X,Y,SIM)- 12.38 .Ot90E+00 12.38 TF(X,Y,93)- -23.12 .ODenE+t9 23.12 EL= 16 NODES-17 18 28 '27 m T-2 UOL-14.96 2-D SOLID TGfX,Y,SLH)- ?.219 .5634E-13 ?.219 ' TF(X,Y,95)- -17.19 .1961E-12 17.19 EL-17 NODES = 18 19 29 28 mT= 2-(R-15.18 7-D SOLID TG(X,Y,SLM)- 5.663 .5684E-13 5.f63 TF(X,Y,9El- - -19.57 .1961E-12 10.57 EL= 18 HODES-19 20 30 29 mT-2 UOL-15.33 2-D SnLID L..X,Y,9E)- 1.904 .0000E+00 1.'04 TFfy,Y,9m- -3.554 .0M9E+rs 3.554 EL-19 NODES-21 22 32 31 ST-1 'Re 3.741 2-0 50t.10 TGfX 46.99 .56kE-13 46.S* TrIX -37.67 .d W E-13 37.67 FACE,Y,Sim-TIU1,Y 9F- . NODES-31 21 MEA = 19.?1 21.996 T46,'9F-251.90 259.90 NEAT DATE 52.92 EL. 20 NODES-22 23 33 32 mT* 2 UOL-13.71 2-D SOLID TE(F,Y,95)- 1?.'6 .1137E-12 19.76 TFM,Y,9.m- -M.88 .2123E-12 M.98 EL-21 N00ES-23 24 34 33 mT-2 UOL-13.94 2-D SCtID l-TGtX,Y,Slm - 18.79 .000GE49 18.70 TFi X,Y,Slui- -34.00 .00nE+00 34.00 EL-22 NO((S-24 25 35 34 MT-2 (R-14.17 2-0 SOLID TG(X,Y,Sim-17.14 .0000E+09 17.16 TFU,Y,Sim- -32.03 .St9CE49 32.93 j i' EL. 23 NODES-25 26 36 35 mT-2 tt!L-14.44 2-0 SOLID IG4X,Y,SLm - 15.95 ~. 1137E-12 15.C5 TFU,Y,9W- -28.11 .2123E-12 28.11 EL-24 NODES-26 27 37 M NT-2 UDL-14.63 2-0 SOLID TC(X,Y,92-12.38 .0000E49 12.38 TF(X,Y,Sim = -23.12 .0000E*00.23.12 EL-25 NODES-27 28 38 37 mi-2 00L-14.86 2-D SOLID TGtX,Y,Sim-9.210 .1137E-12 9.210 TCH,Y,9A= -17.19 .2123E-12. 17.19 EL-26 NGEES-29 20 39 38 N T-2 UOL 215.10 2-D SOL!D TGtX,Y,SLM)* 5.663 .9900E+00 5.663 TFfX,Y,911)= -19.9 .f0!"E+90 10.57 EL= 27 N00ES= 29 30 40 39 MT. 2 UOL* 15.33 2-0 SOLID TG(X,v,SLW = 1.904 .5684E-13_ 1.974 TF M,Y,SL m = -3.554 .1961E-12.3.554 EL-28 NODES-31 32 42 - 41 m T-.1 UOL-3.741-2-D SOLID ~ _ _ _ _._.__., _ 4 i j am 21 10:40 1990 Hie 35.dat Page 12 TFW -37. A 7 -.15'CE-!2 37.47
- ILn,J 9 3).
taw,Ta:33-251.t0 250.0a FEAT ccTE-752.02 TC(X 46.99 .1990E-12 46.99 FAEE,Y 9El-5 NODES-41 31 APEA-19.91 J.000 2-0 SOLID EL- '29 HODES-32 33 43 42 MT= 2 UOL-13.71 TG(X,Y,5UM)- 19.76 .1137E-12 19.76 TF(X,Y,5UM). -34.88 .2123E-12 36.89 EL-30 N0 DES = 3J 34 44 43 MT-2 UOL-13.04 2-0 SOLID TG(X,Y,Slm= 18.70 .0000E*03 18.70 TTfX,Y,5UM)- -34.90 .000SE+00. 34.90 2-0 SOLID EL-31 N00ES= 34 35 45 44 mT= 2 R= 14.17 TGtX,Y,Slm-17.15 .0000E*00 17.16 TF(X,Y,5UM)- -32.03 .0000E*E0 32.03 2-D SOLID EL-32 N00ES= 35 36 46 4 MT-2 R= 14.40 TGtX,Y,9El-15.05 .5684E-13 15.05 TF(X,Y,5UM)- -28.11 .1061E-12 28.11 2-D SOLID EL= 33 NODES-36 37 47 46 mT-2 UCI-14.63 TGtX,Y,Sim= 12.38 .5684E-13 12.38 TF O,Y,5UM1- -23.12. .1061E-12 23.12 7-0 SOLID EL-34 NODES = 37 38 48 47 mi 2 UOL= 14.86 TGtX,Y,5UM)- ' 210 .5684E-13 9.210 TFE,Y,9E). -17.19 .1061E-12 17.19 2-0 SOLID EL-35 NODES-38 39 49 48 MT= 2 R-15.10 TG(X,Y, SUM)- 5.663 .0000E*00 5.663 TF(X,Y,5UM)- -10.57 .0030E*00 18.57 2-0 SILID EL-36 NODES-39 40 50 49 mT-2 R-15.33 TG(X,Y,5UM)- 1.904 .0000E+00 1.904 TF(X,Y,5UM)= -3.554 .0000E*00 3.554 TPANSIENT OPTIMlZATION UM.UE - 10.644 AT NODE 5 ERITEPIDH - 10.000 m LDAD STEF 1 ITER 4 EDMDLETED. TIME-400000 TIME INC- .100000 EU TFIAM; MTPIX CIFt. ITER.- 4
- tem ERATIRE SOLUTION *****
TIE = .50000 LDAD STEP-1 ITEDATI94= 5 O E. ITEP.- 5 NODE TEMP N00E tem N(I)E TEMP NODE tem NDE tem 1 251.28 2 257.54 3 267.04 4 275.90 5 283.00 6 290.82 7 296.44 8 309.58 9 303.12 la 303.97 11 251.28 12 257.54 13 267.04 14 275.90 15 283.90 16 290.82 17 296.44 18 300.58 19 303.12 20 303.97 21 251.28 22 257.54 23 267.04 24 275.90 25 283.90 26 290.82 27 ??6.44 28 300.58 29 303.12 30 303.97 32 257.54 33 267.04 34 275.90 35 283.90 31 251.28 36 290.82 ' 37 296.44 38 300.58 38 303.12 40 303.97 41 251.28 42 257.54 43 267.04 44 275.90 45 283.00 46 290.82 '47 296.44 48 300.58 49 303.12 50 303.97 MXIMLt! TEffERATUPE-303.97 AT N00E 20 MlHIMUM TEMPERATUPE-251.28 AT NOCE 31 oc* ELEMENT EAT Flou DATES *** TIE = -.5C0000 LOAD STEP-1 ITER.- 5 EIE. ITEP.- 9 EL-1 HDfES-1 2 12 11 mT-1 UOL- '3.741 2-D SOLID TF W Y S -26. 3 .455cE-13 26.75 FILM,2I.lm-TAUG,TBULF. 251.28 250.00 EAT PATE. 534.04 TGtX,Y,SLm-33.38 .5684E-13 33.38 000 FACE-4 NODES-11 1 APEA= 19.91 EL-2 N0 DES = 2 3 13 12 MT= 2 00L-13.71 2-D SOLID TGtX,Y,911)* 13.97 .56?4E-13 13.* TF t X,Y,9Eh -26.09 .IE61E-I2 26.08 -1
- Am 2110
- 40 1990 file 35.det Page 13
'EL-3 NDEES-3 4 14 ~ 13 MT-2-tR-13.94 2-D SOLID TGtX,Y,Str)= 13.05 .0000E*06 13.05 TF(X,Y,9P b - -24.N .009"E+0D 24.36 EL-4 NOIS-4 5' 15 14 NT-2 t'OL. 14.17 2-D 53.!D TGtX,Y,S(Mb 11.77 .0000E+00.11.77 Trfv,Y,9E b- -21.99 .300^E 90 21.98 El - 5 N0EES-5 6 16 15 mT= 2 tR-14.ev 2-D SOLID TG'X,Y,9M M 10.17 .5684E-13 10.17 TI F,Y,Sim= -18.'9 .1561E-12.19.9' t EL-6 NODES-6 7 17 16 M T-2 tR-14.63 2-D 50.10 TG(X,Y,9E b 8.267 .0?00E+00 8.247 TF(X,Y,Sim- -15.43 0000E+00 15.43 EL-7 HODES-7 8 18
- 17. m T= 2 U1-14.86 2-D SQ_ID TGtX,Y,Sim b 6.099
.5684E-13 6.06 TT(X,Y,9E h -11.39 .1061E-12 11.3' EL-0 NODES-8 9 19 18 mT-2 UOL-15.10 2-D SOLID TG(X,Y,9Eb 3.732 .1795E-12 3.732 TF(X,Y,9Eb -6.967 .3184E-12 6.967 EL-9 NODES-9 10 20 19 mT. 2 tR-15.33 2-0 SOLID TGtX,Y,Sim-1.252 .1137E-12 1.252 Tr(X,Y,9E h -2.337 .2123E-12 2.337 EL-10 N0EES-11 12 22 21 mT= 1 "Ol = 3.741 2-0 50 ID TG(X 33.38 .284?E-13 33.38 - FACE =,Y,Slm b a HEEES-21 11 ACE & 19.91 . W ILft ,Y 9 E M TF(X -26.75 .227,T-13 26.75 21.000 TAVG,TBULK-251.28 250.00 T AT PA'E-534.04 EL-11 N00ES-12 13 23 22 M T 2 UOL-13.71 2-D SOLID TG(X,Y,Surib 13.97 .1705E-12 13.97 TF(X,Y,Sim)= -26.09 .3184E-12 24.09 EL-- 12 NODES-13 14 24 23 mT-2 UOL-13.94 2-D SOLID TG(X,Y,9Eb 13.05 .1705E-12 13.05 TF(X,Y,9E b -24.M .3184E-12 24.36 EL-13 N00ES-14 15 25 24 mT-2 LR-14.17. 2-D SOLID TGtX,Y,Sim b 11.77 .%84E-13 11.77 TF(4,Y,9EN -21.98 .1041E-12 21.'8 - EL-14 NODES-15 16 26 25 mT-2 UOL= 14.49 2-D SOLID TG(X,Y,Surik 10.17 .0000E+00 10.17 TF M,Y,9M b -18.09 ~ .f000E*00 18.?? EL-15 NODES = 16 17 27 26 MT-2 UOL-14.63 2-D SOLID TG(X,Y,Simb 8.267 .5684E-13 8.267 TT H,Y,SLM M -15.43 .1061E-12 15.43 EL-16 NODES-17 28 27 MT= 2 UOL-14.86 2-D SOLTD 18 000E+00 TC(X,Y,SLM b 6.099 .0 6.099 TF(X,Y,5UNb -11.39 .0900E+00 11.?? EL-17 N00ES-18 19 29 28 M T-2 UOL. 15.10 2-D SG.ID 1G(X,Y,Simb 3.732 .5684E-13 3.732 TF(X,Y,9E)= -6.967 .1061E-12 6.967 EL-18 N00ES-19 ' 20 30 29 mT= 200= 15.33 2-D SOLID TGtX,Y,Sim p 1.252 .%84E-13 1.252 TF(X,Y,9E N -2.337 .1061E-12 2.337 ' EL-19 N00ES. 21 22 32 31 mT. 1 UOL-O ' -24.75 .113'E-12 25.75 2-0 SOLID TG(X 33.38 .1421E-12 33.38 FAEE,Y Sim bd NODES-31 21 ADE& 19.91 "':a Y S WILfk,2i.lm-000 T W G,TBLLK-251.28' 250.09-EAT DATE-534.04 EL-20 NODES-22 23 - 32 M T-2 LR-13.71 2-D SOLID TG(X,Y,Sim b 13.97 .%B4E-13 13.97 Tru,Y,9E N ~ 26.0c .1061E-12 ' 26.09 .~ -.~ _ _ M ?! 10:40 1990 file 35.det Page 14 EL-21 NODES-23 24 34 33 NT-2 UOL= 13.94 7-D Sa_ID TGf X,Y,9E)- 13.05 .5684E-13 13.05 TFG,Y,951- -24.36 .1061E-12 74.% EL-22 NODES-24 25 35 34 MT-2 tR-14.17 7-D S0_1D TGtX,Y,5UM)- 11.77 .5684E-13 11.77 TF(X,Y,9%)- -21.98 .1961E-12 71.93 EL-23 N00ES-25 76 35 ST-2 UOL-14.40 2-D SOLID TGtX,Y,5UM)- 10.17 .5684E-13 10.17 TF(X,Y,9El- -18.98 .1061E-12 18.99 EL= 74 HODES-26 27 37 % M T-2 UR.- 14.63 2-0 SOLID TGtX,Y,5UMI-8.267 .5684E-13 8.267 TF(X,Y,95)= -15.43 .1061E-12 15.43 EL. 25 HD D 27 28 38 37 MAT-2 tR-14.86 2-D Sa.ID TG(X,Y,951-6.099 .5684E-13 6.0?* Tr(X,Y,9E)- -11.39 .1061E-12 11.F EL-26 NODES-78 29 39 38 mT-2-00L-15.10 7-D SOLID TG(X,Y,5UM)- 3.732 .5684E-13 3.732 TF G,Y,S E )- -6.967 .1961E-12 6.967 EL-27 NODES-79 30 40 39 NT-2 LR-15.33 7-D SOLID TG(X,v,5Um-1.752 .1137E-17 1.252 TFW,Y,95)- -7.337 .712TE-12 7.337 EL-28 N00ES-31 32 '2 41 mT-1 VOL-3.741 7-0 SOLID TFtX -26.75 .113?E-12 26.75 HFILM ,Y 9E)* Ta'.'G,TBULK-251.2R 250.00 IEAT PATE-534.04 TG(X 33.38 .1421E-12 33.38 FACE,Y 5tm -A NODES-41 31 APEA= 19.91 2l.000 EL-29 N00ES-32 33 43 42 MT-2 UOL-13.71 7-D SOLID TGtX,Y,95)- 13.97 .5604E-13 13.97 TF(X,Y,9El= -76.09 .1061E-17 26.0? EL. 30 N00ES-33 34 44 43 MT-2 00L-13.54 7-D S3.10 TG(X,Y,50MI-13.05 .5684E-13 13.05 TF(X,Y,9E)- -74.% .1361E-17 74.36 EL-31 H00ES-34 35 45 44 MT* 2 UOL-14.17 7-D SOLID TG(X,Y,Sim - 11.77 .M84E-13 11.77 TF(X,Y,9El= -21.08 .1061E-17 71.98 EL= 37 NODES-35 46 45 ST-2 00L-14.40 2-0 SOLID TG(X,Y,50M)- 10.17 .5684E-13 10.17 TF(X,Y,9I). -18.c9 .1061E-12 18.M 7-0 SOLID El. 33 N00ES-36 37 47 46 m T-2 UOL-14.63 TGtX,Y, SUM)- 8.267, .5684E-13 8.267 TF(X,Y,SLm - -15.43 .1061E-12 15.43 EL-34 NODES-37. 38 48 47 mT= 7 19L. 14.86 7-0 SOLID IGtX,Y,95)- 6.899 ~.5684E-13 6.0?9 TF(X,Y,9El- -11.39 .1061E-12 11.39 7-D SOLID EL-35 HODES-39 39 49 48 mi-2 UOL-15.10 TGtX,Y,Sim - 3.732 .03GGE*00 3.732 TF(X,Y,9%)= -4.967 .0000E*60 6.06 7 EL- % N00ES-39 40 50 40 mT-2 (R-15.33 7-D SOLID TG(X,Y,5UMJ-1.252 .0000E*00 1.257 TF(X,Y,97)= -7.!!7 .000cE+C3 2.337 TFANSIENT flPTIMIZATION UcLUE - 8.6174 A! N00E 70 ERITEFION - 10.8 N 0" LO@ STEP 1 ITEP 5 EOMPLETED. TIME- .500010 Tit 1E ;NE= .18W00 NEW TDIANG miFIX 05. ITED.- 5 l ""* TESEPATUPE SOLUTION **** TIME - .60000 LOAD STEP-1 ITECATIDH-6 CIE. IT:D.- 6 N00E TES N00E TEf1P 1RE T!1P NTE TEM 3 NDX TES '~ l w. e. 4 'Jui 21 10:43 1990 file)$.det Page 15 1 259.89 2 255.23" 3 241.81 4 767.92 5 27J.3? 6 278.08 7 781.86 8 784.67 9 286.30 10 786.86 11 250.89 12 255.23 13 761.81 14 767.02 15 273.38 16 778.08 17 781.86 18 784.62 19 286.30 20 786.86 71 250.89 ?? 255.73 23 261.81 24 267.92 25 273.39 26 278.08 27 781.86 28 284.62 2S 286.30 30 296.86 31 250.89 32 795.23 33 261.81 34 267.'2 35 273.32 36 278.08 37 781.86 38 284.62 39 786.3B 40 786.86 41 250.89 42 255.23 43 761.81 44 267.02 45 773.39 46 778.08 47 281.86 48 294.62 40 286.30 50 286.86 mXItui TEtFERATURE-286.86 AT N00E 10 tilHitU1 TEt1PEPATURE-250.89 AT NO[E 41 e*"* ELE?ENT NEAT FLOW PATES "*" Titt - .609000 LucD STEP-1 ITER.- 6 EUtt. ITEP.- 6 7-0 53.ID EL-1 NIES-1 2 12 11 mT-1 00L-3.741 TRX -18.55 .7276E-13 18.55 Wilti ,Y 97)- TCOG,TULIF-250.82 756.00 NEAT PATE-370.2S TG(X 23.16 .7847E-13 23.16 FACE,Y SUM)-I NE)ES-11 1 AREA-19.91 2f.000 2-0 SOLID EL= 2 NODES-2 3 13 12 M T-7 UOL-13.71 TG(X,Y,9E)- 9.678 .5684E-13 0.678 TRX,Y,97)= -18.07 .1061E-12 18.07 2-0 SOLID El-3 NODES-3 4 14 13 NT= 2 tR-13.94 TGtX,Y,9M)- 8.994 .1137E-12 8.994 TR X,Y,9 7)- -16.75 .2123E-12 16.79 7-D SOLID EL-4 NODES-4 5 15 14 mT= 2 UOL-14.17 TG(X,Y,9E)- 8.056 .1137E-12 8.056 THX,Y,9E)- -15.04 .2173E-12 15.04 2-0 SOLID EL-5 NODES-5 6 16 15 ST= 2 (E= 14.40 TG(X,Y,97)- f.897 .113 -12 6.897 TR X,Y,9E)- -12.88 .2173E-12 12.88 2-7r50 LID EL-6 NODES-6 7 17 16 mT-2 tR-14.63 TG(X,Y,971-5.552 .5684E-13 5.552 TRX,Y,97)- -10.37 .1061E-12 10.37 2-D Srt.ID - El-7 NODES-7 8 18 17 m T-2 00L-14.86 TG(X,Y, SUN)- 4.062 .0000E*00 4.062 TR X,Y. Sun)= -7.584 ,9900E*00 7 584 7-D S3.fD EL= 8 N00ES-8 9 19 18 mT-2 (R-15.10 TG(X,Y,5UM)- 2.479 .0000E*00 2.470 TR X,Y,9E)- -4.612 .9000E*00 4.612 2-0 SG.ID EL- ? NODES-9 10 20 19 m T-7 tR-15.33 TG(X,Y,95)- .8260 .5694E-13 .B260 TRX,Y,9m)- -1.542 .1961E-12 1.542 2-0 SOLID EL-10 NODES-11 12 72 21 mT= 1 8R= 3.741 TGtX 23.16 .7842E-13 23.16 TR X,Y,9El- -1F.55 .7'176E-13 18.55 FACE,Y,95)-
- Nn0ES-21 11 APEA-19.91 WlU1= 24.000 TALE,TBUU:= 258.89 250.00 NEAT PATE-370.75 2-D SOLID EL-11 NODES-12 13 23 22 M T=
2 UCL 13.71 IG(X,Y,SlM)- 9.678 .5684E-13 9.678 TRX,Y, SUM)- -18.07 .1061E-12 18.07 2-D SOLID EL-12 NODES-13 14 74 23 mi 2 (R-13.c4 TG(X,Y,SlM1-8.994 .1705E-12 8.994 TR X,Y,97)= -16. 7 .3194E-12 16.79 2-0 SOLID EL-13 NODES-14 15 75 24 mT-2 UOL-14.17 x a4 w ~,. - ;~,~ L ". ' ~ ~~ } -~ - ~ .. i o Jun 21 10:40 1993 file M.ast Pege 16 TGtX,Y, SUN)- 8.056 .1137E-12 8.056 TF(X,Y,9E h -15.04 .2123E-12 15.04 EL-14 NODES-15 16 26 25 m T= 2 UOL 14.40 2-D SOLID TG(X,Y,9E)= 6.897 .000E*00 6.897 TF(y,Y, SUM)= -12.88 .0000E+3G 12.88 Eb 15 NODES-16 17 27 26 M T- '2 t10L= 14.63 2-0 S(LID TG(X,Y,50M)= 5.%2 .1137E-12 5.%2 TF(X,Y,5UMb -10.37 .2123E-12 10.37 Eb 16 WIES-17 18 28 27 mT-2 UOL 14.86 2-0 SQ.ID TG(X,Y,9M)= 4.062 .1137E-12 4.061 TF(X,Y,9JMb -7.584 .2123E-12 7.584 EL-17 NODES-13 19 29 2B !%T-2 tR-15.10 2-0 SCLID TG(X,Y,SUMM 2.47h .5684E-13 2.470 TFIX,Y,9E)- -4.612 .1061E-12 4.612 EL. 18 NTES-19 20 30 2? mT-2 UDL-15.33 2-D SQ.iD TG(X,Y,92)- ,8260- .5684E-13 .8260 TT(X,Y,SLM)= -1.542 .1861E-12 1.542 Eb 19 NODES-21 22 32 31 mT-1 UCL= 3.741 2-D S3.ID Fl:E,Y,SUMk HFILM,2I.UM b 1G(X 23.16 .0000E+00 23.16 TF(X Y S -18. 5 .0000E*00 13.%
- N00ES-31 21 APEA-19.91 009 TM,TBULW 250.80 250.80 HEAT FATE-373.29 EL=
24 NOCES= 22 23 33 32 MT= 2 UOL= 13.71 2-0 SOLID TG(X,Y,5UM)= 9.678 .1421E-12 9.678 TF(X,Y,9E)= -18.87 .2653E-12 18.07 El-21 NGDES-23 24 34 33 f%T-2 00L-13.94 7-D SOLID TG' V,Y,9%)= 8.994 .1137E-12 8.9?4 TFfX,Y,SLM b -16.79 .21??E-12 16.70 Ela 22 NODES-2$ 25 35 34 !%T= 2 UOL-14.17 2-0 SOLID TG(X,Y,5UMb G.056 .0000E+00 0.056 TFf X,Y,9JM)- -15.04 .0000E+00 15.04 EL= 23 NODES = 25 26 36 35 f%T= 2 UOL-14.40 2-D S(LID TG(X,Y,S'@= 6.897 .5684E-13 6.897 TF(X,Y,5UMk -12.88 .1661E-12 12.R? Eb 24 tCDES-26 27 37 36 M T= 2 UOL-14.63 2-D SOLID TG(X,Y,5UMb 5.552 .5684E-13 5.52 TF(X,Y,9M b -10.37 .1061E-12 18.37 EL= 25 NOCES-27 28 38 37 S T= 2 UOL-14.86 2-D 50.1D TGtX,Y,SLM N 4.062 .1137E-12 4.062 TF(X,Y,5UMN -7.584 2123E-12 7.584 EL-26 NODES-25 29 39 - 38 fMT-2 00L-15.10 2-D SG.ID TG(X,Y,50Mb 2.479 .1705E-12 2.470 TFf X,Y,9EN -4.612 .3184E-12 4.612 EL. 27 NODES-29 30 40 39 f%T= 2 R-15.33 2-D S(LID TG(X,Y,9JMb .6260 .5684E-13 .8260 Tr(X,Y,5UMb -1.542 1961E-12 1.542 EL-28 NODES = 31 32 42 41 fMT= 1 tf]L-3.741 2-0 91.10 TG(X 23.16 .2842E-13 23.16 TF(x,Y SLM b -IP.% .2276E-13 18.% FACE,Y SUM MI NODES = 41 31 APEb 19.91 if!LM= 21.000 TA'I,T9ULW 2'0.89 250.00 HEAT PATE. 370.29 EL-29 N00ES-32 33 43 42 t%T-2 USL-13.71 2-D SOLID TGtX,Y,5UMb ?.678 .2842E-13 9.678 TF(X,1,Sim= -18.07 .5306E-13 18.97 EL= 30 NODES-33 34 44 43 f%T 2 00L-13.94 2-D SOLID TGtX,Y,50Mb 8.??4 .0000E*00 8.094 TF(V,Y,Sim = -16. ' .000GE40 16.7? EL-31 t0 DES-34 35 45 44 f%T-2 UOL-14.17 2-D SOLID ~ __ :,..~-._- Jun 21 10:40 1999 iile35.SetPage17 j -TG(X,Y,SLT - 8.056 .0000E+00 8.056 TFG,Y,SUMb -15.M .90ME+00 15.04 EL-32 NODES-M 36 46 45 m T. 2 (R. 14_40 2-0 SOLID TGtX,Y,5UM)= 6.697 .5684E-13 6.877 TF M,Y,S I)= -12.?? 1961E-12 12.98 EL= 33 NODES-36 37 47 46 mT-2 l'OL-14.63 2-0 S(LID IG(X,Y,5UMb 5.M2 .5694E-13 5.%2 TF(X,Y,9 E b -10.37 .1061E-12 10.J7 EL-34 NDDES-37 38 48 47 mT-2 UOL-14.86 7-D SCLID TG(X,Y,50Mb 4.962 .5684E-13 4.062 TFtX,Y,5UMb 7.584 .1061E-12 7.584 EL-35 NODES. 38 39 4? 48 mT-2 UOL. 15.10 2-D SILID TGtX,v,5UNb 2.470 .56B4E-13 2.470 TF(X,Y,9 E b 4.612 1061E-12 4.612 EL-36 NODES-39 40 50 49 MT-2 tR= 15.33 2-0 SOLID TG(X,Y,9E N .8260 .0007E*09.8260 TF(X,Y,9E)= -1.542 .0000E+00 1.5 42 TRAPGIENT OPTIMlZATION UALUE - 7.3773 AT NODE 10 ERITE: ION - 10.000 m LOAD STEP 1 ITER 6 EDHPLETED. TIT- .600000 TIT INC* .100007 NEW TPfANG S T lX D E. ITEP.- 6
- ** TEMPEPATIFE SOLUTION *****
Tite - .70000 LO4D STEP-1 ITERATION-7 CUM. ITER.- 7 N00E TEMP G TEM m TEM N00E TEt9 NO[E TEPP 1 250.60 2 33.57 3 258.06 4 262.23 5 265.96 6 26?.15 7 271.71 8 273.58 9 274.71 10 275.99 11 250.60 12 253.57 13 258.06 14 262.23 15 265.96 16 269.15 17 271.71 18 273.58 19 274.71 20 275.09 21 250.60 22 253.57 23 250.06 24 262.23 25 265.*6 26 26?.15 27 271.71 28 273.58 29 274.71 30 275.0? 31 250.60 32 253.57 33 258.06 34 262.23 M 265.96 36 269.15 37 271.71 38 273.50 39 274.71 40 275.0* 41 250.60 42 253.57 43 258.06 44 262.23 45 265.96 46 269.15 47 271.71 48 273.58 49 274.71 50 275.09 MXItU1 TEMPE ATIFE-275.09 AT E 50 MINitU1 TEMPEPATUPE-250.60 AT N00E 41
- m ELEMENT I D T FLOW M TES * ** TIME -
.700000 LOAD STEP. 1 ITER.- 7 CUM. ITEP.= 7 EL-1 NODES-1 2 12 11 mT-1 UOL. 3.741 2-0 50Ll0 YS -12.66 .2275E-13 12.66 TFU,2f.unk TAUG,TRLY-250.60 250.00 lEAT PATE-252.81 TG(X 15.82 .2842E-13 15.82 FACE,Y 95 bI NODES-11 ..i AREA-19.91 HFILM-000 EL-2 NODES-2 3 13 12 ST-2 UOL-13.71 2-D SOLID TGtX,Y,5UMb 6.606 .0000E+00 6.606 TrrX,Y,5UMb -12.33 .0000E+00 12.33 EL-3 NODES-3 4 14 13 MT-2 UOL. 13.54 2-D SCLID TG(X,Y,9JM)- ' 6.136 .0000E+00 6.136 Tr(X,Y,5UMb -11.46 .0000E+09 11.46-EL-4 NODES-4 5 15 14 MT= 2 UOL-' 14.17 7-D 7]LTD TGtX,Y,5UMN 5.48? .5684E-13 5.4?9 TF(X,Y,9E b -10.2G .1941E-12 10.25 EL-5 N00ES-5 6 16 15 mT. 2 UOL-14.40 2-D S(LID TGW,Y,9%)= 4.690 .5684E-13 4.690 -8.755 .1061E-12 8.7% o .6 2 e Jun 2: 10:40 1990 file 35.tlet Page 12 EL-6 N00ES- ~6 7-17 16 OT-2 tR 14.63 2-D SOLID TG(X,Y,5UMb 3.766 .5684E-13 3.766 Tr(y (,9EH -7.031 .1061E-12 7.031 EL-7ND 7 8 18 17 m T-2 00L-14.86 2-D S110 TG(X,Y,9E h 2.748 .5684E-13 2.748 TF(x,Y, Sum- -5.131 .1061E-12 5.131 EL-R N00ES= 0 ? 19 18 NT= 2 00L-15.10 2-D SOLID TG(X,Y,SUMb 1.668 .1137E-12 1.668 TF(X,Y,9E h -3.114 .2123E-12 3.114 EL-9 NCDES-9 10 20 19 NT-2 UOL= 15.33 2-0 9) LID TG(X,Y, Sum- .%71 .5684E-13 .%71 TF(X,Y, Sum = .440 .1961r 2 1.g4g EL-10 N0EES-11 12 22 21 M T= 1 UOL-3.741 2-0 SOLID TG(X 15.82 .0000E40 15.82 FKE,Y Sum-I NODES-21 11 APEA-19.91 TFtX -12.66 .8030E+00 12.66 NFIL'S,Y SUMb 25.000 TAUC,T8Lth :250.60 250.00 PEAT PATE-252.81 EL-11 NOCES-12 13 23 22 tmT= 2 00L-13.71 2-D SOLID TGfX,Y,9E b 6.606 .0000E*03 6.606 TF'X,Y,9E N -12.33 t'00nE+f'8 12.33 EL-12 N00E9 13 14 24 23 mT-2 00L= 13.94 2-D SOLID TGtX,Y, Sum-6.136 .0000E+00 6.136 T"(X,Y,501b -11.46 .0:00nE*00 11.46 EL* 13 N00ES-14 15 25 24 fMT= 2 UOL-14.17 2-D SOLID TGtX,Y,5UM)= 5.489 .5684E-13 5.4E9 TF(X,Y,5UM)- -10.25 .IC61E-12 10.25 EL-14 NODES-15 16 26 25 mi-2 UK-14.40 2-D 50 LID TG(X,Y,SlJ1b 4.690 .5684E-13 4.690 TFfX,Y,9E H -8.35 .T061E-12 9.35 EL-15 NODES-16 17 27 26 f%T-2 UOL-14.63 2-D SOLID TG(X,Y, Sum-3.766 .0000E*00 3.766 TFM,Y,9EN -7.0?1 .MME41 7.031 EL-16 N00ES-17 18 28 27 t%T-2 00L= 14.86 2-D SRID TGtX,Y, Sum-2.748 .0000E+00 2.748 TF(X,Y,9E b -5.131 t000E*10 5.131 Ela 17 NODES-18 I? 29 28 NT-2 UOL-15.10 2-D S3 LID TGtX,Y, Sum-1.668 .5684E-13 1.668 TFtX,Y,9 E h -3.114 .1961E-12 3.114 EL-18 NOCES-19 20 30 29 NT-2 UOL-15.33 2-D S1 ID TG(X,Y,5UMb .5571 .5684E-13 .5571 TF(X,Y,SL7 b -1.040 .Il1E-12 1.040 6 EL-10 NO[ES + 21 22 32 31 l%T= 1 UOL-J.741 2-D SOLID TG(X 15.92 . 2842E-13 15.82 FAEE,Y 9E bd NODES-31 21 APEA-19.91 Witr>,Y SEb TF(X -12.66 72NE-13 12.66 2i.000 TAVE,TBlu - 250.60 250.00 PEAT PATE-252.81 EL-20 NGEES-22 23 33 32 fMT= 2 UOL= 13.71 2-0 SOLID TG(X,Y, Sum-6.606 .8527E-13 6.606 TFix,Y,9E h -12.33 .1502E-12 12.33 EL-21 NOCES-23 24 34 33 f*AT-2 (CL-13.54 2-0 SOLID TGiX,Y,9 E h 6.136 .5684E-13 6.1?6 TF(X,Y,5UN- -11.46. .1061E-12 11.46 EL-22 NorES-24 25 35 34 M T= 2 00L- ' 14.17 2-D SOLID TGrX,Y,9E N 5.499 .5684E-13 5.48? TF(X,Y,9E N -10.25 .lf'61E-12 10.25 EL-23 N0EES-25 26 36 35 t%T-2 U1= 14.40 2-0 SOLTD TG(X,Y,9E k 4.600 .0000E+00 4.600 TF(y,Y,SUMM -8.755' .9000E+00 8.7% A R 4 Jun 21 10:40 1990 file 35.det Page 19 EL-24 NEEES-26. 27 37 ?6 finT-2 tY)L-14.63 2-0 COLID TGtX,Y,5UM)- 3.766 .5684E-13 3.766 TFly,Y,9E i- -7.031 .1061E-12 ?.031 EL= 25 N00ES= 27 23 38 37 N T= 2 UOL= 14.86 2-0 R iD TGtX,Y,95)- 2.748 .0000E+00 2.740 TFD:,Y,9M)= -5.131 . 0 M0E+ D* 5.13i EL* 26 NDEES-28 29 39 38 NT. 2 UnL= 15.10 2-0 SOLID TG(X,Y,5UM)- 1.668 .0069E40 1.668 Tr o.,Y,9p r. -3.114 .0000E40 3.114 EL. 27 NOCES-29 30 40 39 ST= 2 UOL-15.33 2-D R ID TG(X,Y,9E)= . 9 71 .0000E 00. 9 71 TFo",Y,9r t- -1.049 . 000eE+ M 1.040 EL-28 NTES-31 32 42 41 mi-1 UOL-3.741 2-0 50L!D TG(X 15.82 .0000E40 15.82 TF(X,Y 9%)* -12.66 .0F0E40 12.66 FAEE,Y,9F)- 4 N0EES-41 31 APEa 19.91 prit 1= j.900 Tots,T9ULF-250.00 2'9.00 M AT PATE-252.81 EL-29 HDDES-32 33 ' 43 42 M T-2 UOL. 13.71 2-D R ID TGtX,Y,SLM)- 6.606 .2842E-13 6.606 TF(X,Y,9%)- -12.33 .C306E-13 12.33 EL-30 NODES-33 34 44 43 MT= 2 UOL-13.94 2-0 SOLID TG(X,Y,SLtD-6.136 .0000E+00 6.136 TFf y,Y,95)= -11.46 .000GE40 11.46 EL-31 NODES-34 35 45 44 MT-2 UOL-14.17 7-0 SOLID TG(X,Y,95). 5.489 .5684E-13 5.480 TF t Y,Y,951- -10.25 .1061E-12 ~0.25 EL-32 NODES-35 36 46 45 MT. 2 UOL* -14.40 2-0 SnLID TGtX,Y,95)- 4.690 .5684E-13 4.690 TFfX,Y,SLM)= - 8. 75 5 .1061E-12 8.755 EL-33 NODES-36 37 47 46 NT-2 UOL. 14.63 2-D Sm 20 TGtX,Y, @ )- 3.766 .5684E-13 3.766 TF(X,Y,5UfD- -7.031 .1961E-12 7.031 EL. 34 N0 irs-37 38 48 47 mT. 2 UOL-14.86 2-0 SOLID TGtX,Y, SUM)- 2.74P .1137E-12 2.748 TF(X,Y,SLtD= 5.131 .2123E-12 5.131 EL* 35 NODES. 38 39 49 4R f"AT-2 UOL-15.10 2-0 SOLID TGtX,Y,9E b 1 66C .0000E+00 1.668 Tr' V,Y,9M)- -3.114 .0001E40 3.114 El. 36 Nrr(S-39 40 50 49 mT= 2 UOL-15.33 2-D S[ TID TG(X,Y, Sum = . 9 71 .0000E40 .%71 TF(X,Y,50tib -1.041 .000SE*00 1.040 TRANSIENT DPTIMlZATION UAltE - 5.3419 AT NODr 20 EPITECIDN - 10.000 "* LEM> STEP 1 ITER ,7 EDMPLETED. Tit 9 .70MnD TIf1E INE- .1M000 tEU TDivG t'oTDIX ETE. ITEP.- 7 ELErENT Fort 1ATION ELEM-2 L.S.- 1 ITEP-8 EP-22.060 ""* TEr1PEPATUPE SOLUTION *"" Tite -. 90001 LDAD STEDe 1 ITEDATION-8 EIM. ITE.- 8 NOCE TErF tGE Trm tqE TEtP HODE TEfP NODE TEP 1 250.41 2 252.42 3 255.46 4 258.20 5 269.82 6 262.90 7 264.73 8 266.00 0 266.7' 1P 267.03 11 250.41 _ 12 252.42 13 255.46 14 258.20 15 261.82 16 2^2.99 17 264.73 18 2',6.00 19 266.77 20 267.03 21 250.41 22 252.42 23 2c5.46 24 258.27 3 260.82 26 262.99 27 264.73 28 266.00 29 266.77 33 267.03 31 240.41 32 252.42 33 255.46 34 2 %.21 M If8.42 36 262.90 37 264.73 38 146.00 33 2^6.77 49 26'.03 41 250.41 42 252.42 42 25c.44 44 "2.?o ic 29.A? new s y v ' y Jun 21 10:40 19?D fileM.det Page 29 46 262.99 47 264.73 45i 266.99 4? 2A 6. 7 59 247.f3 mXImr TD1PEDATtFE - 267.93 AT PGE 50 tilNIMir TEMPLCATUPE= 250.41 ui M 1 m" ELEt1ENT HEAT FLOI.T DA'ES *"" TI'1E = .809000 LnAD iT:c= i '*E.- 8 0 ". !Tro = 3 CLv 1 NOCES-1 2 12 11 !%T= 1 00L= 3.741 2-D Sn_ID YG(X,Y 95)= 10.72 .1705E-12 Ifl.72 TF n,21 000Y,Rm = 0 582 .19tE ~2 8.:P2 F4CE= 1 M S-11 1 ADEA 19.01 FILM =
- 5,T:1.fJ= 250.41 2*D.f3 arc cc E. 17],34 El -
2 NOCES= 2 3 13 12 M T= 2 UOL= 13. 71 2-D SaliD TGt W,Y,RP)- 4.4'8 .113?E-12 4.478 TF M,Y,9 M W -8.360 .2123E-12 0.360 EL-3 NrtES-3 4 14 13 mT-2 00!- 13.54 2-D SOLID g. TG(X,Y, SUM)= 4.161 .5684E-13 4.161 TFtX,Y,SLm- - 7.768 .1061E-12 7.768 o EL. 4 NOEES-4 5 15 14 mT= 2 R= 14.17 2-0 SOLID 1G(X,Y,9E)= 3.725 .56R4E-13 3.725 TitX,Y,9M)= 4.054 .1061E-12 6.954 EL. 5 NODES = 5 6 16 15 m T= 2 UOL-14.40 2-D SOLID TG(X,Y,9M)= 3.185 .5684E-13 3.185 TF(X,Y,SLM)- -5.946 1061E-12 5.946 EL= 6 N00ES= 6 7 17 16 tmT= 2 UOL-14.63 2-0 SOLID TG(X,Y,50M)= 2.559 .0000E+00 2.558 TF(x,Y,SLm = -4.778 .00ECE*00 4.778 Ela 7 N[I?ES-7 8 18 17 M T= 2 UOL-14.86 7-0 SOLID TG(X,Y,9%)= 1.869 .5684E-13 1.869 Trt X,Y,97)= -3.489 1961E-12 3.48' EL-8 NODES = 8 9 19 18 mT= 2 UCL-15.10 2-D Sa.ID TGt X,Y,9M)- 1.15 .5684E-13 1.135 TF(X,Y,Rml= -2.118 1961E-12 2.118 EL= 9 NODES-9 10 20 19 NT= 2 UOL= 15.33 2-D SQ.!D TG(X,Y,9El* .3799 .5684E-13 .3790 TF(X,Y,9 m- .7076 .1061E-12.7076 EL-18 N00ES-11 12 22 21 f%T= 1 UOL= 3.741 2-D S3.10 TG(X 10.72 .5684E-13 19.72 FACE,Y SUM)-1 NODES-21 11 APEA= 19.91 NFitf1=,Y Sim)= TFtX -8.582 .4550E-13 8.582 21.000 T4%,TRfJ= 250.41 250.09 ' EAT DATE-171.34 EL-11 NODES-12. 13 23 22 tmT= 2 00L-13.71 2-D SOLID TG(X,Y,5Uf1)= 4.479 .1137E-12 4.478 TF(X,Y,9m = -8.369 .2123E-12 8.369 EL-12 NODES-13 14 24 23 m T-2 UnL-13.94 2-D SOLID TG(X,Y,5UM7= 4.161 .1705E-12 4.161 TF(7,Y,SLP)= -7.768 .3184E-12 7.768 EL-13 NODES-14 15 25 24 fMT= 2 UOL-14.17 2-0 SOLID TG(X,Y, SUM)= 3.725 .1705E-12 3.725 TFtX,Y,9 m - -6.S54 .3184E-12 6.??4 EL-14 N00ES-4 16 26 25 MT-2 UOL-14.45 2-0 S(1.ID TG(X,Y,9E)= 3.185 .5654E-13 3.187 e r 'X,Y,971- -5.946 .1661E-12 5.946 El-15 NODES-16 17 27 26 mT-2 UOL-14.63 2-0 SD_!D TGfX,Y,SLW= 2.559 .5684E-13 2.559 TFtX,Y,SIM)= -4.778 .1061E-12 4.778 EL= 16 N[IES-17 - 18 28 27 m T-2 E - 14.86 2-D MLID a - --- ~ v 4 _ Jun 21 10:40 19?O fileM.det Pege 21 TG(X,Y,9E)- 1.869 .5684E-13 1.86? TFfv,V,Si m - -3. 48' .1061E-12 3.440 EL= 17 HOEES= 18 I? 20 28 mT-2 UOL-15.10 2-0 SOLID TGtX,Y,SLma 1.15 .0000E+00 1.135 . TF(X,Y,50t1)- -2.118 .0000E+M 2.118 EL-18 N00ES-19 20 30 29 mT-2 UCL-15.33 2-0 SOLID TG(X,Y,951- .3770 .5684E-13 .3W0 TFt X,Y,95)= .70'6 .1961E-12 .70'6 EL-19 HODES-21 27 32 31 mT-1 UOL-3.741 2-D SG.ID FACE,Y 971-4 NDDES-31 21 AREA = 19.91 Filli-TG(X 10.72 .2842E-13 10.72 TR X,2I.lm = YS -B.582 .2275E-13 8.582 000 TA'S,TBlu-259.41 250.00 NEAT RATE-171.34 EL-20 HDDES-22 23 33 32 NT-2 LR-13.71 2-0 50.10 TG(X,Y,SLt1)= 4.478 .2842E-13 4.478 TFIX,Y,5Urt)= -8.360 .5306E-13 8.360 EL= 21 N00ES-23 24 34 33 t%I-2 tR-13.94 2-D SG.ID TG(X,Y,9El-4.161 .5684E-13 4.161 TF f X,Y,95)- - 7. 768 .1061E-12 7.768 EL-22 N00ES-24 25 M 34 MT-2 00L-14.17 2-D SOLID TG(X,Y,5UM)- 3.725 .0000E*00 3.725 TF(X,Y,95)* -6.M4 .0000E+70 6.*54 Ela 23 N00ES-25 26 36 M mT= 2 UOL-14.40 2-D SOLID TG U,Y,9pl= 3.185 .M8aE-13 3.185 TFfX,Y, SUM)* -5.946 .1961E-12 5.?46 EL-24 H0 DES-26 27 37 36 M T= 2 UOL-14.63 2-0 50.10 TG(X,Y, SUM)- 2.%9 .5684E-13 2.%0 TFt V,Y,97). -4.778 ,1061E-12 4.778 EL-25 NODES-27 28 38 37 MT= 2 UOL-14.86 2-D SOLID TG(X,Y,9M)- 1.86? .0000E*00 1.869 Tr t X,Y,S'E '- -3.480 .0030E*U 3.4?S EL-26 NODES-28 29 39 38 NT-2 90L-15.10 2-D SOLID TGO,Y,951-1.15 .000DE*00 1.15. TF(X,Y,9El- -2.118 .0000E*00 2.118 EL-27 N00ES-27 30 40 39 mT= 2 UOL-15.33 2-D SG.1D TG(X,Y,5UM)- .379) .0000E+00 .3700 IF(X,Y,9El- .7076 .0000E*00.7076 Ele 28 HDDES-31 32 42 41 MT-1 00L= 3.741 2-D SOLID TG(X D.72 .8527E-13 10.72 TT(X,Y Surf t- -8.582 .6874E-13 8.%2 FACE,Y, SUM)- 4 NODES-41 31 AREA = 19.91 WIL!1-25.000 T#%,TBULK-250.41 2'0.00 TAT PATE-171.34 Ela 29 '410ES-32 ~ 33 43 42 f%T-2 E-13.71 2-0 SOLID 1GtX,Y.Jf!)- 4.478 _.8527E-13 4.478 TF(X,Y,5UM)- -8.360 .1592E-12 8.360 EL-30 NODES-33 34 44 43 f%T-2 UOL-13.94 2-D SOLID TGtX,Y,5UM)= 4.161 .000C*E+00 4.161 TF(X,Y, SUM)* -7.768 .009fE*00 7.748 EL-31 NODES-34 35 45 44 MT-2 UOL= 14.17 7-0 SOLID iGfX,Y,95)- 3.725 .56F4E-13 3.725 TF(X,Y,9E!- -6.054 .1061E-12 6.*C4 EL-32 10 DES-M M 46 45 mT= 2 00L,14.40 2-D 91.iD TG(X,Y, SUM)- 3.185 .%84E-13 3.155 TF X,Y,95)- -5.946 .1961E-12 5.946 EL-33 WODES-36 37 47 46 t%T= 2 UQ.- 14.63 2-0 SG.ID TG(X,Y,5UM)- 2.559 .1137E-12 2.M9 TFtX,Y,5UM)= -4.778 .2123E-12 4.778 EL-34 N00ES-37 38 48 47 ?%T-2 UOL. 14.86 2-D SOLID ,.,,w, Jun 21 19:4G 1?99 fileM.det Page 22 TGtX,Y,9%)- 1.969 .9990E+00 1.869 TR X,Y,9 E N -3.488 .UO90E+iB 3.489 EL-M ES. 38 39 do 48 mT= 2 tR-15.10 2-D SOLID TG(X,Y,9E h 1.1M .000CE*00 1.15 TR X,Y,9 E 9 -2.118 .CUfCE+39 2.118 - EL-36 NOES-39 49 5tt 40 mT-7 UOL. 15.33 7-D SOLID TGtX,Y,Sim b .3750 .0000E+00 .3 M TRX,Y,9E H .7076 .600E+GC .7076 TFANSIENT OPTin!ZATION UALUE - 3.7667 AT NOEE 30 PITEPIDM - 10.983 m LOAD STEP 1 ITER 8 EOMPLETED. TIE- .800609 T!T *T- .106390 ?EU 'Dit4; NTUIX 07. ITED.- 8 m** TD1PEPATIPE SOLUTION *** TITE - 99000 L0oD STEP-1 ITPATION-9 EtM. ITP.- NODE TEF NTE TEF NPOE TDip MTE TD9 m TEF 1 759.78 2 251.64 3 753.69 4 25C.61 5 757.32 6 258.78 7 759.96 8 260.82 9 261. 5 18 761.57 11 750.78 12 251.64 13 253.60 14 2%.61 15 257.32 16 258.78 17 259.?6 18 260.82 19 261.M 29 261.52 21 250.78 72 251.64 23 253.69 24 2M.61 25 257.37 26 258.78 27 259.96 78 269.82 29 761. 5 30 261.57 31 255.78 37 251.64 33 253.65 34 2 %.61 M 257.37 36 258.78 37 259.96 38 260.82 30 261.M 49 261.57 41 250.78 42 251.64 43 253.69 44 2%.61 45 257.32 46 258.78 47 250.96 48 268.87 49 261.3 50 741.52 mX!NUM TErFEPATtPE-261.52 AT N00E 50 MINir1JM TEf1PEFATUPE-250.78 AT N00E 41
- m ELEMENT HEAT FL0u PATES ***** Tire -
.909090 LOAD STEP-1 ITEF.*
- Ettf. ITP.*
9 EL. 1 NOMS-1 2 17 11 mT-1 U1-3.741 7-D SOLID YS -5.809 .909BE-13 5.809 TF t',,",2 f. LMl= T#JG,TBULK-259.28 250.93 NEAT PATE-115.83 TG(X 7.248 .1137E-12 7.248 FACE,Y 9E Nd NODES-11 1 APEA-19.91 FILM-903 EL. 2 NODES-2 3 13 12 M T= 2 UOL-13.71 2-D S0 TID TGtX,Y,SLMb 3.026 .2847E-13 3.926 TR X,Y,9E b -5.650 .5306E-13 5.658 EL-3 NODES-3 4 14 13 m T. 7 (R-13.94 7-D Slid TGtX,Y,9E b 2.813 .8527E-13 7.813 TR X,Y,9E b -5.253 .15*2E-17 5.253 EL. 4 N0 DES-4 _9 15 1 r%T= 2 tR-14.17 2-D 51TD TG(X,Y,50Mu 7.529 ~.5684E-13 7.529 TH X,Y,95 > -4.705 .1061E-12 4.705 2-0 SOLID EL. 5 NDDES-5 6 16 15 mT-2 tR. 14.40 TGtX,Y,SLM H 2.1% .%84E-13 2.156 TR X,Y,SLM u -4.026 .1961E-12 4.626 EL. 6 NODES-6 7 17 16 m T-2 tR= 14.63 2-D SOLID TGtX,Y,SUMb 1.734 .000EE+0S 1.734 TM X,Y,9ft h -3.239 .U?9E+98 3.238 EL. 7 NCEES-7 8 18 17 S T= 2 tR. '14.86 7-D SOLID TG(X,Y,9E u 1.267 .0000E+09.1.767 TRX,Y,5UMN -2.366 .Cf!90E+09 7.Jf6 . EL. 8 N00E9 8 9 19 18 m T- ? 00L-15.10 7-D S110 TGiX,Y,9E k 7700 .%84E-13 .7708 TR X,Y,9E k -1.438 .1961E-17 1.438 I r - 0 Je 21 10:40 1990 file 35.det Pooe 23 ~ El-9 NODES-9 10 20 19 mT= 2 UOL-15.33 2-D S3.ID TGtX,Y, SUM)- .2573 .5684E-13. 2573 TF(X,Y,SLM)= .4804 .1041E-12 .F04 Ela 10 NODES-11 12 22 21 mi-1 (R. 3.741 2-D c0L19 TGtX 7.24? .1990E-12 7.24? FAEE,Y SLM)-I *KJDES-21 11 ACEA-1931 TFty C.Pf t' .15'?E-12 5.8% WILS,Y 9El-23.000 M5;,TMF-250.28 250.69 4 AT CC'E-115.90 EL. 11 N00ES-12 13 23 22 NT-2 UOL-13.71 2-0 91I0 TGtX,Y,9E)= 3.026 .1705E-12 3.026 TF 8 X,Y,9N= -5.650 .31?4E-12 5.658 Ele 12 NODES-13 14 24 23 NT. 2 UOL-13.94 2-D SOLID TG(X,Y,951-2.813 .1137E-12 2.813 TF s V,Y,92- -5.253 .212tE-12 E.253 EL-13 NOUES-14 15 25 24 mT-2 ta= 14.17 2-0 SOLID TG(X,Y,9W-2.520 .R52T-13 2.520 TFfX,Y,9Mi- -4.7G5 .15'2E-12 4. 7115 EL-14 NODES-15 16 26 25 MT-2 tR-14.40 2-0 SOLID ~ TG(X,Y,5UM)- 2.156 .0000E*00 2.156 TFf V,Y,9E)- -4.026 .0000E*FO 4.926 EL-15 NODES-16 17 27 26 mT-2 tR= 14.63 2-0 91TD TG(X,Y,9E)- 1.734 .000nE*00 1.734 TFtX,Y,9 # = -3.238 .0000E*GO 3.238 EL-16 NODES-17 18 28 27 mT= 2 UOL-14.86 2-D 91TD TGtX,Y,SLM)- 1.267 .5694E-13 1.267 TF(X,Y,9M)- -2.366 .1061E-12 2.346 EL-17 NOCES-18 19 29 28 MT= 2 UOL= 15.10 2-D SCliD TGtX,Y,9E)- .7700 .5684E-13.7799 TF(X,Y,9 m - -1.438 .!G61E-12 1.439 EL. 18 N00ES-19 20 30 29 mT= 2 UOL-15.33 2-D 50 lid TGtX,Y,SID)* .2573 .0090E*00.2573 TF(X,Y,SLM)- .4904 .9000E*80 4894 EL-19 NOEES-21 22 32 31 f1AT-1 UOL-3.741 2-D SR.iD IG(X 7.248 .284?E-13 7.248 TF(X Y 9#- -5.R00 .2274E-13 5.990 FACE,Y 9W-A N00ES-31 21 AREA-19.91 WILM,2f.000 TAVG,TBLtF= 250.28 250.00 lEAT PATE. 115.89 Ela 20 NDDES-22 23 33 32 M T-2 UOL-13.71 2-0 SOLID TG(X,Y, SUM 1-3.026 .2842E-13 3.026 TF t X,Y,92- -5.650 .530AE-13 5.650 EL. 21 NOLES-23 24 34 33 M T-2 UOL-13.94 2-0 SOLID TGtX,Y,9W-2.813 .8527E-13 2.813 TF(X,Y,9E)= -5.253 .1592E-12 5.253 EL-22 NODES-24 25 35 34 mT-2 tR-14.17 7-0 SOLID TGtX,Y, SUN)- 2.520 ~.8527E-13 2.520 TFf X,Y,Strt > -4.735 .1592E-12 4.705 EL-23 NODES-25 26 36 35 NT= 2 UOL-14.40 2-D SOLID TGtX,Y,5UM)- 2.156 .1137E-12 2.1% TFtX,Y,9M)- -4.026 .2123E-12 4.026 EL. 24 NODES-26 27 37 34 MT-2 tR-14.63 2-0 SG.1D TG(X,Y,9 W - 1.734 .1137E-12 1.734 TFtX,Y,9Ei- -3.238 2123E-12 3.238 EL* 25 NODES-27 28 38 37 mT= 2 (R- ' 14.86 2-0 SnLID TGtX,Y,SLM)- 1.267 .5684E-13 1.267 TT (X,Y,9W- -2.364 .1061E-12 2.366 EL-26 NODES-28 29 39 38 NT= 2 UOL-15.10 2-0 9110 TG(X,Y, SUM)- .7700 .5684E-13 .7700 TF(X,Y,9E)= -1.438 .1961E-12 1.438 = iu i i ii i i i mi ~ .lun 21 19:40 1990 inle35.det Page 24 EL* 27 *RES= 29 30 40 39 MT= 2 R-15.33 2-D SOLID IG(X,Y,97. )- .2573 .%84E-13 .2573 TR X,v,5UM)= .4204 .1041E-12 4*S4 El-28 NDEES-31 32 42 41 MT-1 UCL-3.741 2-0 SOLID TGtX 7.248 .00DDE+00 7.248 TM X,Y 9E)- -5.900 .0000E+00 5.P43 FACE,Y 9El-1 NODES- /1 31 APEA-19.?1 HFILM= 21.PQ0 Tu G,T8ULK-25f.'8 253.gg ugAT ccTE. 115,gg EL-2' N00ES. 32 33 43 42 mT-2 UOL-13.71 2-0 SOLID TG(X,Y,95)= 3.026 .5684E-13 3.026 TH X,Y,Strt)- -5,450 ..ig41E-12 5.650 EL-30 NODES = 33 34 44 43 MT-2 n = 13.94 7-D SOLID 16(X,Y,9%)= 2.813 .5684E-13 2.813 TH X,Y,97 )* -5.253 .1961E-12 5.253 EL= 31 NODES-34 35 45 44 MT= 2 UOL-14.17 7-0 SOLID TGtX,Y,95)= 2.520 .1137E-12 2.520 TR X,Y,9E1= 4.705 .2123E-12 4.765 EL-32 NOCES-35 36 46 AT-2 UCL-14.40 2-0 Sf1!D TGtX,Y,9rl= 2.1% .000iE v 2.156 TR X,Y,9E)= -4.026 . WICE+00 4.026 EL-33 NJDES-36 37 47 46 mT= 2 UR.- 14.63 2-D SOLID TG(X,Y,97)= 1.734 .5684E-13 1.734 TR X,Y,9El= -3.233 .1461E-12 3.238 EL* 34 NDDES-37 38 48 47 !%T-2 UOL= 14.P6 7-D SOLID TGtX,Y,9%)- 1.267 .5684E-13 1.267 TR X,Y,9%)= -2.366 .1061E-12 2.366 EL-35 NODES-39 39 49 48 mT-2 UOL-15.10 2-0 50.10 TG(X,Y,9%)- .7700 .5694E-13 .7730 TM X,Y, SUM)- -1.438 .1061E-12 1.4TS EL-36 NODES-39 40 50 49 mT= 2 00L-15.33 2-D SOLID TG(X,Y,9Ei- .2573 .0000E*E0.2573 TH X,Y,9 El- .4804 .0000E+00 .4804 TDcNSIENT ODTinlZATION UALUE -
- 2. % 85 AT NODE 10 EPITERION =
10.000 m LOAD STEF 1 ITER 9 COMPLETED. TIME = .?O0000 TIME INC- .10M09 PEU TRIAM; NTRIX Ctr. ITER.- 9 "*" TEMPERATUPE SOLUTION *** TIME - 1.00000 LDc0 STEP = 1 ITERATILN-10 EUM. ITER.- la NODE tem NOCE TE!1P NODE tem NODE TEMP NOCE tem 1 250.19 2 251.10 3 252.49 4 253.78 5 254.94 6 2 %.93 7 256.73 6 257.31 9 257.66 la 257.78 11 250.19 12 251.10 13 252.49 14 253.78 15 M4.94 16 2 %.93 17 256.73 18 257.31 19 257.66 20 257.79 s 21 258.19 22 251.10 23 252.49 24 253.28 25 254.94 26 2%.93 ~27 256.73 28 257.31 29 257.66 30 257.28 31 250.19 32 251.10 33 252.49 34 253.78 35 254.94 36 2 %.93 37 2 %.73 38 257.31 39 257.66 40 257.78 41 250.19 42 251.10 43 252.49 44 253.78 45 254.94 46 2 %.93 47 256.73 48 257.31 49 257.66 50 257.73 mXIf9A TEMPEDATUPE-297.78 AT NODE 20 111NIMUM TEMPERATUPE-250.19 AT NODE 21 um ELEMENT HEAT FLOW DATES m" TIME = 1.000000 LOAD STEP-1 ITED.= la Elf. ITER.- la El-1 N00ES-1 2 12 11 M T-1 UDL-3.741 2-0 SOLID TGt X,Y,9E)- 4.892 .2342E-13 4.E92 TR X,Y,9E)= -3.915 .2274E-13 3.915 .~ Jun 21 10:40 1990 file 35.det Page 25 FACE-4 NODES-11 1 ADEA-19.91 WIU1= 21.000 T#%,TBULK-259.19 250.83 EAT FATE-78.1% EL-2 NODES-2 3 13 12 M T-2 UG_- 13.71 2-0 SCLID TG(X,Y,951-2.043 .2842E-13 2.643 TH X,Y,9 5)= -3.814 .5306E-1' 3.814 EL-3 NODES-3 4 14 13 mT-2 Utt. 13.94 2-D SOLID TGiX,Y,SLMs. 1.899 .HB4E-13 1.8?? TF(X,Y, SUN)- -3.544 .1061E-12 3.546 EL-4 NTES-4 5 15 '14 NT-2 UOL-14.17 7-D SOLID TGIV,Y,StM M 1.702 .28472-13 1.732 TF t X,Y,5UM H -3.177 .5336E-13 3.177 EL-5 NODES-5 6 16 15 MT= 2 00L-14.48 2-D SOLID IGtX,Y,9E W 1.456 .%B4E-13 1.456 THX,Y,Stn b -2.719 .1041E-12
- 2. 719 EL-6 NODES-6 7
17 16 MT-2 (R-14.63 2-0 S3_ID TGtX,Y,9M)- 1.172 .2842E-13 1.172 TR X,Y,5UM)- -2.188 .5306E-13 2.188 EL-7 NODES-7 8 18 17 NT= 2 UOL-14.86 7-D SG.ID TG(X,Y,50Mb .8%6 .0000E+00 .8%6 Tay,Y,Sim)= -1.5'? .8000E+03 1.5'? EL-B NODES-8 9 19 18 mT-2 UOL-15.10 2-D 50.1D TGtX,Y,9 E W .5205 .0000E+00 .5205 TRX,Y,9EN .9718 .0000E+30 9718 EL-9 NODES-9 10 20 l' mT-2 (R-15.33 2-0 SOLID TGtX,Y, SUM)- .1740 .00DDE+00 .1740 TRX,Y,5UMM .3248 .000?E+83.3248 EL-10 NODES = 11 12 22 21 ST= 1 UCL-3.741 2-D SOLID TG(X,Y 4.892 .2842E-13 4.872 TR X Y,9E b -3.915 .227;E-13 3.915 FACE- =,5UMb NODES-21 11 APEA-19.91 F ILM,21.003 TALS,TBLU-250.1? 250.00 FEAT DATE. 78.156 EL-11 NODES-12 13 23 22 S T= 2 UOL-13.71 2-0 SOLID TG(X,Y,SLM)- 2.043 .1137E-12 2.043 TF(X,Y,5UMb -3.814 2123E-12 3.814 EL-12 NODES-13 14 24 23 mT= 2 UOL-13.94 2-D SOLID TG(X,Y, SUM)- 1.899 .2842E-13 1.BS? TRY,Y,5UMb -3.546 .5306E-13 3.%6 EL-13 NOCES-14 15 25 24 MT-2 UOL - 14.17 2-D SOLID TG(X,Y,5UMM 1.792 .2842E-13 1.702 TH X,Y,5UM b -3.177 .5306E-13 3.177 EL-14 N00ES-15 16 26 25 mT= 2 00L-14.40 2-D SDLID TG(X,Y,9% k 1.456 .0000E+00 1.4% TF(X,Y,5UNH -2.719 .0000E+00 2.719 EL-15 NODES-16 ' ~ 17 27 26 ST-2 (R-14.63 2-D SOLID TG(X,Y,5UMb 1.172 .5684E-13 1.172 TRY,Y,9EN -2.188 .1061E-12 2.188 EL-16 NODES-17 18 28 27 mT-2 tR. 14.86 7-D SOLID TrJX,Y,5UMN .8566 .%84E-13 .BC66 TF(X,Y,9 E N -1.599 .1041E-12 1.59' EL-17 NODES-18 19 29 28 mT-2 tR-15.10 2-D SOLID . 718 TGtX,Y,9E a .5205 .0000E*03.5205 TRX,Y,9MM .9718 .800fE*09 EL-18 NODES-19 20 30 29 NT. 2 (R-15.33 2-D SOLID TGtX,Y,5UMb .1740 .5684E-13 .1742 TRX,Y,SLm- .3248 .1041E-12.3248 EL-l' NOCES-21 22 32 31 MT-1 (R-3.741 2-D Sa.ID TGiX,Y,SUMb 4.8?2 .%84E-13 4.P?? TR y,Y,SLm - -3.915 453E-13 3.915 o. ~- D D D D D D D D D D D D D D D D D 0 I I I I I. I. I I I I T I I I I I 1 6 L L L L L L L L 6 L L L L L L L 1 5 ) O O O [ S S S S T O X O O O O 5 1 9 S S S S ( O O O n O S S S S S S S 1 8 D D D 0 0 0 D D 0 N 0 D D 0 D D 0 D 7 R 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 2 E T E I E T T A AF n F t T E T AE AE N H X I U T N 0 G 3 N 9 0 A 0 4 6 7 9 8 0 8 8 50 4 6 7 9 8 9 8 8 1 5 1 4 7 1 8 0 1 4 15 1 4 7 1 9 9 1 4 T 2 8 5 1 7 1 5 7 2 92 8 5 1 7 1 5 7 2 9 3 9 3 W 3 3 3 2 2 1 3 3 3 3 2 2 1 EN 2 1 2 3 3 3 9 2 3 2 2 0 0 2 2 2 2 9 1 0 1 1 1 0 9 1 10 1 1 0 0 1 1 1 1 1 5 4 + E E E E 1 E E E1 E E E E E E E-E- E-9 0 0 1 6 6 8 M 6 75 6 4 r 0 6 6 6 6 00 D 1 48 1 1 0 0 1 1 1 1 0 5 2 0 6 0 0 0 2 1 0 0 3 3 0 3 2 0 0 f 0 5 0 0 E 09 22 2 0 1 5 5 0 0 1 1 1 0 0 1 1 1 1 0.1 9 - = 9. r K t L 1 t U 8 B T, T, E G 4 6 7 9 8 9 8 9 5G 4 6 7 9 8 9 8 8 iI N V 1 4 7 1 8 ? 4 1V 1 4 7 1 8 9 1 4 J 9 5 1 7 1 5 7 A 2 A 0 3 ?. T 8 5 1 7 1 5 7 2 IE T P1 9 3 E I' 3 3 3 2 2 1 3 3 3 3 2 2 1 TT I R E 1 = 4-7- 0 = 3= 6= 0-3- 1 = 1 4 - 7-0- 3-6- 0-3- 0
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) 87 0 1 3i 3 4L 4 4i 4 5 3t 4 4 5 5 0 15, 19, 1 S, 19, 1 S, 19, 1 S, 19, 390 1 S, 19, 19, 1R,19, 19, 19, 19, 0 1 [ Y, Y, Y, Y, Y, Y, Y, Y, Y,2 = Y, Y, Y, Y, Y, Y, Y, Y, 20 01 2 = .X X !=. X LX LX LX LX LX LX LX LX LX )LX 0 k R( RX a( R( RX X LX 0 ( O( Ot O( Of - 9( O( o( O( U( O( O( Tr tF tFt tF tF tF UF Vr UF UFM tF UF t F UF (F UF UF U T T T T T T T T TL T T T T T T T T E LF 1 I I F 2 2 2 2 2 2 2 2 1 F 2 2 2 2 2 2 2 2 T H H N& = = = = = TI f 3 T9 T7 T6 T2 T6 T5 T9 T2 T3 T9 T2 T6 T7 'r 4 T6 T5 TD AT 0 m.8 m7 m54 m1 m5 M2 m7 N8 m0 m8 m7 m5 M1 m5 m2 N7 0 9 7 6 0 4 ? 4 9 0 6 0 4 t 8 5 1 4 8 5 1 D 1 2 1 1 1 1 41 2 1 1 1 1 5 2 3 4 6 7 8 9 1 9 2 3 4 5 6 7 8 0 E 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4T 9 9 2E 1 2 0 3 3 3 0 O 3 31 3 3 0 3 3 3 3 3 6L 1 0 1 1 1 0 G 1 1 1 1 0 0 1 1 1 1
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+ + M 2 3E 4E 5E 6E 7E 8E 9E 0E 2E-3E 4E 5E 6 7E 8E 9E 0 E-1O 4E 44 A 37 3C 34 32 32 30 30 44 42A 44 44 40 44 44 54 C e E 3 S 8 4 4 9 0 8 4E 0 8 0 8 8 8 8 g M 1 0 6 8 B 3 0 6 BP 6 6 1 0 6 6 6 6 e P 1 0 5 2 ?. 0 0 5 ?A 5 5 0 0 5 5 5 5 - 0 3 - 4 5 - 6 7 8 9 0 - 2 3 4 - 5 6 7 - 8 - 9 - 0 - E 1 t 1 2 2 2 2 2 2 2 3 3 1 3 3 3-3 3 3 3 4 U a 2 3 L d. 5 tRE 3 2 3 4 5 6 7 8 ? 1 2 3 4 5 6 7 8 9 NT le 1 23 29 22 26 22 26 25 20 321 33 39 32 36 32 36 35 30 OI 3 4 9 0 5 7 6 0 4 94 4 9 0 5 7 6 0 4 I 0 8 7 4 1 5 2 7 i 8 0 8 7 4 1 5 2 7 T f 8 5 1 A 8 5 1 Z1 2 1 1 1 1 4 2 1 1 1 1 = I 0 S S S S S S S s S S S S s 5 S S S M 9 S E E E E E E E t E S E E E t E E E E 9 E D D D D D D D I 0 E D 0 D U D 0 D T M)= h
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(E 1 C O= O= O-O- O= O= 0-0=D O-0= O-O= 0-O- PP O N) N) N) 0 N N E % Nm N)7 NN H)D 5 5N Nm Nm N15 m M M Nm N) N)O E 4 U L L T 0 S, 19, ? 9, 3 S, 49, 5 S, 69, 79, 89 9 S, 0 S, 19, 2 S, 39, 49, 5 S, 69, TS i L i L N 0 4 2 2 ? 2 2 2 2 2 2 A 2 3 3 3 3 3 3 3 ED Y, Y, Y, Y, Y, Y, Y, Y, Y, - Y, Y, Y, Y, Y, Y, Y, Y, 1 IA SD 1 E X X X X X X X X XE t G G G G G G +G X X X X X X X ML t t ( ( ( ( ( X 2 E ( ( ( ( ( ( t t GM A G G G - G G G G - G t G PTm m F LT LT T LT LT LT LT LT E' ye l LT LT LT lT LT lT LT l E E E E E E E E h. E E E E E E E l ll il e Jun 21 10:40 190d file 35.det Page 27
- INPUT FILE SWITOED PJT FILE 27 TD FILE 5 c"" POUTIE E0MPLETED ***" EP -
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