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1、第1例 关键键点和线线的创建建实例正弦曲曲线/PREEP7K,1000,00,0,0CIRCCLE,1000,1,990 CSYSS,1KFILLL,22,1,4,33,1K,7,1+33.144159926/2,00,0CSYSS,0KFILLL,77,1,4,88,1KGENN,2,7,111,11,11 LSTRR,8,13LSTRR,9,14LSTRR,100,155LSTRR,111,166LANGG,5,6,990,0 LANGG,4,5,990,0LANGG,3,4,990,0LANGG,2,3,990,0BSPLLIN,1,117,118,119,220,112LSELL,U,
2、114LDELLE,AALLLSELL,ALLLKWPAAVE,12CSYSS,4LSYMMM,XX,144NUMMMRG,KP,LOWWLCOMMB,AALL,0第2例 工作作平面的的应用实实例相交圆圆柱体/PREEP7CYLIIND,0.0015,0,00,0.08,0,3360CYLIIND,0.003,00,0,0.008,00,3660/VIEEW,11,1,1,11 /PNUUM,VVOLUU,1WPOFFF,00,0.05,0.003WPROOT,00,600 CYLIIND,0.0012,0,00,0.0555,0,3600CYLIIND,0.0006,0,00,0.0555,
3、0,3600VSELL,S,22,3,1CM,VVV1,VOLLUVSELL,INNVECM,VVV2,VOLLUVSELL,ALLLVSBVV,VVV1,VVV2BLOCCK,-0.0002,0.0002,-0.0133,-00.0009，00,0.0088WPSTTYLEE,1 CSYSS,4VGENN,3,1,1120VSBVV,5,1VSBVV,4,2VSBVV,1,3WPROOT,00,0,90 VSBWW,ALLLVDELLE,11,4,3VADDD,ALLLVPLOOT/REPPLOTT第3例 复杂杂形状实实体的创创建实例例螺栓/PREEP7CSYSS,1K,1,0.0008,0
4、,-0.0002K,2,0.0008,90,-0.00115K,3,0.0008,1800,-00.0001K,4,0.0008,2700,-00.00005K,5,0.0008,0,00/VIEEW,11,1,1,11L,1,2L,2,3L,3,4L,4,5LGENN,7,ALLL,00.0002NUMMMRG,KP,LOWWLCOMMB,AALLK,800,0.0088+0.00115/44,900,0.0122+0.0022/4K,811,0.0088+2*0.000155/4,1800,0.0122+2*0.0002/4K,822,0.0088+3*0.000155/4,2700,0.
5、0122+3*0.0002/4K,833,0.0088+4*0.000155/4,0,00.0112+44*0.0022/4L,355,800L,800,811L,811,822L,822,833CSYSS,0K,900,0.0088,0,-0.000025K,911,0.00669188,0,-0.0022K,922,0.00669188,0,0/PNUUM,KKP,11 /PNUUM,LLINEE,1GPLOOTLSTRR,1,90 LSTRR,911,922LANGG,7,90,60,0LANGG,7,1,1120,0AL,66,9,10,11VDRAAG,11,1,22,3,4,55/
6、PNUUM,KKP,00 /PNUUM,LLINEE,0/PNUUM,AAREAA,1/PNUUM,VVOLUU,1CYLIIND,0.000799,00,0.04,0,3360VSELL,U,66CM,VVVV22,VOOLUALLSSVSBVV,6,VVVV2/REPPLOTTK,933,0.00665,00,0K,944,0.00995,00,0.0033K,955,0,0,00K,966,0,0,00.033LSTRR,933,944AROTTAT,6,955,966,3660ASELL,S,11,4,1VSBAA,7,ALLLASELL,ALLLVDELLE,11,1RPRIISM,
7、0.004,00.055,6,0.01331CONEE,0.034477,0.0005449,00.033,0.0555,0,3600VINVV,1,3/REPPLOTTVPLOOTFINIISH第4例 复杂杂形状实实体的创创建实例例杯子/PREEP7K,1,0,00,0K,2, 0.03995,00,0K,3, 0.05,0.112,00K,4, 0.0477,0.12,0K,5, 0.036675,0.0003,0K,6, 0,0.0003,0LSTRR,1,2LSTRR,2,3LSTRR,3,4LSTRR,4,5LSTRR,5,6LSTRR,6,1LFILLLT, 1, 2, 0.02L
8、FILLLT, 4, 5, 0.0177AL,AALLVROTTAT, ALLL, , , , , , 1,6, 3660K,311, 00,0.1033,0K,322, 00.0778,00.1003,00K,333, 00.0778,00.0446,00K,344, 00,0.00111,00LSTRR,311,322LSTRR,322,333LSTRR,333,344LFILLLT, 544,55, 0.0013LFILLLT, 555, 566, 0.0288K,411, 00,0.1033+0.0022,0.0055K,422, 00,0.1033+0.0022,-00.0005K,
9、433, 00,0.1033-0.0022,-00.0005K,444, 00,0.1033-0.0022,0.0055LSTRR,411,422LSTRR,422,433LSTRR,433,444LSTRR,444,411LFILLLT,59,60,0.0001LFILLLT,60,61,0.0001LFILLLT,61,62,0.0001LFILLLT,62,59,0.0001AL, 59,63,60,64,61,65,62,66VDRAAG,333, , , , , , 544,577,555,588,566VSELL,S,55,9,4ASELL,S,44,288,244VSBAA,AL
10、LL,AALLALLSSEL,ALLLVDELLE,110,1VDELLE,113,1/PNUUM,VVOLUU,1/NUMMBERR,1/COLLOR,VOLLU,OORANN,ALLL/REPPLOTTFINIISH第5例 杆系结结构的静静力学分分析实例例平面桁桁架/CLEEAR/FILLNAMME, EXAAMPLLE5L=0.1A=1ee-4/PREEP7ET,11,BEEAM33R,1,AMP,EEX,11,2EE11MP,PPRXYY,1,0.33N,1N,2,LN,3,2*LLN,4,L,LLE,1,2E,2,3E,1,4E,2,4E,3,4FINIISH/SOLLUD,1,UX
11、D,1,UYD,3,UYF,4,FY,-20000SOLVVEFINIISH/POSST1ETABBLE,FA,SMIISC,1ETABBLE,SA,LS,1PRETTAB,FA,SAFINIISH第6例 杆系结结构的静静力学分分析实例例悬臂梁梁/CLEEAR/FILLNAMME, EXAAMPLLE6/PREEP7ET,11, BBEAMM3R,1,14.3455e-44,2445e-8,00.1 MP,EEX,11,2EE11MP,NNUXYY,1,0.33K,1,0,00,0K,2,1,00,0LSTRR,1,2 LESIIZE,1,500LMESSH,11FINIISH/SOLLUDK
12、,11,UXXDK,11,UYYDK,11,ROOTZFK,22,FYY,-1100000SOLVVEFINIISH/POSST1PLDIISPFINIISH第7例 平面面问题的的求解实实例厚壁圆圆筒问题题/CLEEAR/FILLNAMME, EXAAMPLLE7/PREEP7ET,11,PLLANEE1833,2MP,EEX,11,2EE11MP,PPRXYY,1,0.33PCIRRC, 0.11, 0.05, 0, 900LESIIZE, 4,6LESIIZE, 3,8MSHAAPE,0MSHKKEY,1AMESSH,11FINIISH/SOLLUDL,44,UUYDL,22,UUXSFL
13、,3,PRRES,10EE6SOLVVESAVEEFINIISH/POSST1PATHH,P11,2PPATTH,11,300PPATTH,22,1PDEFF,SRR,S,XPDEFF,STT,S,YPLPAATH,SR,STFINIISH第8例 静力力学问题题的求解解实例扳手的的受力分分析/CLEEAR/FILLNAMME, EXAAMPLLE8/PREEP7ET,11,PLLANEE42ET,22,SOOLIDD45MP,EEX,11,2EE11MP,PPRXYY,1,0.33RPR44, 66, 0, 0, 0.01K,7,0,00,0K,8, 0,0,00.055K,9, 0,0.11
14、,0.05LSTRR,7,8LSTRR,8,9LFILLLT, 7, 8, 0.0155LSTRR,1,4ASBLL, 11, 100LESIIZE,2,3LESIIZE,3,3LESIIZE,4,3LESIIZE,7,0.001LESIIZE,8,00.011LESIIZE,9,00.011MSHAAPE,0MSHKKEY,1AMESSH,AALLVDRAAG, ALLL,7,9,8ACLEEAR, 2,3,11FINIISH/SOLLUDA,22,ALLLDA,33,ALLLKSELL,S,224,229,11FK,AALL,FX,1000KSELL,ALLLSOLVVESAVEEFINI
15、ISH/POSST1/VIEEW,11,1,1,11PLDIISP, 2PLNSSOL,S,EEQV,0,11NWPAAVE,1599/TYPPE,11, SSECTT/CPLLANEE,1/REPPLOTTFINIISH第9例 各种种坐标系系的应用用实例圆轴扭扭转分析析/CLEEAR/FILLNAMME, EXAAMPLLE9/PREEP7ET,11,PLLANEE1833ET,22,SOOLIDD1866MP,EEX,11,2.08EE11MP,PPRXYY,1,0.33RECTTNG,0,00.0225, 0,00.122LESIIZE,1,5LESIIZE,2,8MSHAAPE,0MS
16、HKKEY,1AMESSH,11EXTOOPT,ESIIZE,5EXTOOPT,ACLLEARR,1VROTTAT,1,1,4,3600/VIEEW,11,1,1,11WPROOT,00,-90CSWPPLA,11,1,11,1NSELL,S,LOCC,X,0.0025NROTTAT,ALLLFINIISH/SOLLUD,ALLL,UUXNSELL,R,LOCC,Z,0.112F,ALLL,FFY,115000ALLSSEL,ALLLDA,22,ALLLDA,66,ALLLDA,110,AALLDA,114,AALLSOLVVESAVEEFINIISH/POSST1PLDIISP,1RSYSS
17、,111NSELL,S,LOCC,Z,0.0045NSELL,R,LOCC,Y,0PRNSSOL,U,YY!NSEEL,SS,LOOC,ZZ,0,0.0045 !命命令前加加“!”号为注注释语句句，!ESLLN,RR,1 !去掉“!”号即可可执行该该命令，!PLEESOLL,S,YZ !三三个注释释语句用用于显示示剪应力力 。 FINIISH第10例例 模模态分析析实例均匀直直杆的固固有频率率分析/CLEEAR/FILLNAMME, EXAAMPLLE100/PREEP7ET,11,SOOLIDD1866MP,EEX,11,2EE11MP,PPRXYY,1,0.33MP,DDENSS,1,78
18、000BLOCCK,00,0.01,0,00.011,0,0.11LESIIZE,1,3LESIIZE,2,3LESIIZE,9,15MSHAAPE,0MSHKKEY,1VMESSH,11FINIISH/SOLLUANTYYPE, MOODALLMODOOPT,LANNB,55MXPAAND,5DA,11,UZDA,33,UYYDA,55,UXXSOLVVESAVEEFINIISH/POSST1SET,LISSTSET,FIRRST/VIEEW,11,-11/REPPLOTTPLDIIANMOODE,10,0.55,00SET,NEXXTPLDIIANMOODE,10,0.55,00FINII
19、SH第11例例 模模态分析析实例斜齿圆圆柱齿轮轮的固有有频率分分析/CLEEAR /FILLNAMME, EXAAMPLLE111/PREEP7 ET,11,SOOLIDD45 MP,EEX,11,2EE11 MP,PPRXYY,1,0.33 MP,DDENSS,1,78000 K,1,21.87EE-3K,2,22.82EE-3,1.113E-3K,3,24.02EE-3,1.447E-3K,4,24.62EE-3,1.773E-3K,5,25.22EE-3,2.008E-3K,6,25.82EE-3,2.44E-33K,7,26.92EE-3,3.223E-3K,8,27.11EE-3BS
20、PLLIN,2,33,4,5,66,7LSYMMM,YY,1LARCC,2,9,11LARCC,7,10,8AL,AALLCSYSS,1VEXTT, 11, , ,00, 88.4112,220E-3VGENN,244,1,00,3660/224CSYSS,0CYL44,0,0,110E-3,00,266.377E-33,3660,220E-3BLOCCK,-3E-3,33E-33,0,12.8E-3,00,200E-33VSBVV,255,ALLLSMRTTSIZZE,99ESIZZE,00.0002MSHAAPE,1MSHKKEY, 0VMESSH,AALLCSYSS,1NSELL,S,L
21、OCC,X,0.001NROTTAT,ALLLD,ALLL,UUXALLSSEL,ALLLFINIISH/SOLLUANTYYPE, MOODALLMODOOPT,LANNB,55MXPAAND,5DA,2208,UXNSELL,S,LOCC,Z,0NSELL,A,LOCC,Z,20EE-3NSELL,R,LOCC,X,0,115E-3D,ALLL,UUZALLSSEL,ALLLSOLVVEFINIISH/POSST1SET,LISSTFINIISH第12例例 有有预应力力模态分分析实例例弦的横横向振动动/CLEEAR/FILLNAMME, EXAAMPLLE122/PREEP7ET,11,L
22、IINK11MP,EEX,11,2EE11MP,PPRXYY,1,0.33MP,DDENSS,1,78000R,1,1E-6K,1,0,00,0K,2,1,00,0LSTRR,1,2LESIIZE,1,50LMESSH,11FINIISH/SOLLUDK,11,UXXDK,11,UYYDK,22,UYYFK,22,FX,20000PSTRRES,ONSOLVVESAVEEFINIISH/SOLLUANTYYPE, MOODALLMODOOPT,LANNB,110MXPAAND,10DK,22,UXXPSTRRES,ONSOLVVEFINIISH/POSST1SET,LISSTSET,FIRRS
23、TPLDIIANMOODE,10,0.55,00SET,NEXXTPLDIIANMOODE,10,0.55,00FINIISH第13例例 谐谐响应分分析实例例单自由由度系统统的受迫迫振动/CLEEAR/FILLNAMME, EXAAMPLLE133/PREEP7ET,11,MAASS221ET,22,COOMBIIN144R,1,1 R,2,100000,63N,1,0,00,0N,2,1,00,0TYPEE,2REALL,2E,1,2TYPEE,1REALL,1E,2FINIISH/SOLLUANTYYPE, HAARMIICD,1,ALLLD,2,UYD,2,UZD,2,ROTTXD,2,
24、ROTTYD,2,ROTTZHARFFRQ,0,550NSUBBST,25KBC,1F,2,FX,20000SOLVVESAVEEFINIISH/POSST266NSOLL,2,2,UU,X,DisspXPLVAAR,22PLCPPLX,1PLVAAR,22FINIISH第14例例 瞬瞬态动力力学分析析实例凸轮从从动件运运动分析析/CLEEAR/FILLNAMME, EXAAMPLLE144/PREEP7ET,11,PLLANEE42ET,22,SOOLIDD45MP,EEX,11,2EE11MP,PPRXYY,1,0.33MP,DDENSS,1,78000K,1,0,00,0K,2,0.00
25、15,0.0015,0K,3,0.0015,0.11,0K,4,0,00.1,0LSTRR,1,2LSTRR,2,3LSTRR,3,4LSTRR,4,1AL,AALLLESIIZE,1,2LESIIZE,3,2LESIIZE,2,10AATTT, 11, 1, 1MSHAAPE,0MSHKKEY,1AMESSH,AALLTYPEE,2 EXTOOPT,ESIIZE,4 EXTOOPT,ACLLEARR,1VROTTAT,1,1,4,3600WPROOT,00,-990CSWPPLA,11,CYLLINASELL,S,33,155,4NSLAA,S,1NROTTAT,ALLLFINIISH/SO
26、LLUD,ALLL,UUXALLSSEL,ALLLANTYYPE, TRRANSSOUTRRES,ALLL,ALLLFK,44,FYY,-110000TIMEE,100 !第11个载荷荷步AUTOOTS,ONDELTTIM,0.55,0.2,11KBC,0DK,11,UYY,0.02LSWRRITEE,1TIMEE,200 !第22个载荷荷步LSWRRITEE,2TIMEE,355 !第33个载荷荷步DK,11,UYY,0LSWRRITEE,3TIMEE,455 !第44个载荷荷步LSWRRITEE,4LSSOOLVEE,1,4,11SAVEEFINIISH/POSST266NSOLL,2,1
27、,U,Y,uyDERIIV,33,2,1DERIIV,44,3,1PLVAAR,22,3PLVAAR,22,4FINIISH第15例例 连连杆机构构运动分分析实例例曲柄滑滑块机构构/CLEEAR/FILLNAMME, EXAAMPLLE155/PREEP7 PI=33.144159926R=0.25 L=0.62 E=0.2 OMGAA1=330 T=600/OMMGA11 FI0=ASIIN(EE/(RR+L)AX=00AY=00BX=RR*COOS(FFI0)BY=-R*SSIN(FI00)CX=(R+LL)*CCOS(FI00)CY=-EET,11,COOMBIIN7ET,22,BEEA
28、M44MP,EEX,11,2EE11MP,PPRXYY,1,0.33MP,DDENSS,1,1E-14R,1,1E99,1EE3,11E3,0R,2,4E-4,11.33333EE-8,1.333333E-88,0.02,0.002N,1,AX,AYN,2,BX,BY N,3,BX,BYN,4,CX,CYN,5,BX,BY,-1TYPEE,1REALL,1E,2,3,55TYPEE,2REALL,2E,1,2E,3,4FINIISH/SOLLUANTYYPE,TRAANSNLGEEOM,ONDELTTIM,T/700KBC,0TIMEE,TOUTRRES,ALLL,ALLLCNVTTOL,F,
29、11,0.1CNVTTOL,M,11,0.1D,ALLL,UUZD,ALLL,RROTXXD,ALLL,RROTYYD,1,ROTTZ,22*PIID,1,UXD,1,UYD,4,UYSOLVVESAVEEFINIISH/POSST266NSOLL,2,4,UU,XDERIIV,33,2,1DERIIV,44,3,1PLVAAR,22PLVAAR,33PLVAAR,44FINIISH第16例例 接接触分析析实例平行圆圆柱体承承受法向向载荷时时的接触触应力分分析/CLEEAR/FILLNAMME, EXAAMPLLE166/PREEP7ET,11,PLLANEE1833ET,22,SOOLIDD
30、1866ET,33,TAARGEE1700 ET,44,COONTAA1744,11 R,1,00.1 MP,EEX,11,2EE11MP,PPRXYY,1,0.33CYL44,0,0,00.1,0,00,900CYL44,0,0.115,00.055,-990,00,0WPOFFF,00.011WPROOT,00,0,90ASBWW,ALLL AATTT, 11, 11, 11ESIZZE,00.00075MSHAAPE,0MSHKKEY,0AMESSH,AALLKREFFINEE,2,4,22,3TYPEE,2 EXTOOPT,ESIIZE,5 EXTOOPT,ACLLEARR,1VEXT
31、T,ALLL,0.001ASELL,S,114NSLAA,S,1REALL,1TYPEE,3ESURRFALLSSASELL,S,118NSLAA,S,1REALL,1TYPEE,4ESURRFALLSSFINIISH/SOLLUDA,116,UUYDA,88,UYYDA,115,UUXDA,220,UUXDA,11,UZZDA,99,UZZDA,113,UUZDA,117,UUZASELL,S,111,119,88NSLAA,S,1SFA,ALLL,1,PREES,11E6CP,11,UYY,ALLLALLSSLNSRRCH,ONAUTOOTS,ONNSUBBST,5,110,33OUTRR
32、ES,ALLL,ALLLSOLVVEFINIISH/POSST1ESELL,S,TYPPE,4ETABBLE,PREES,CCONTT,PRRESETABBLE,ST,CONNT,SSTATTETABBLE,GAPP,COONT,GAPPESORRT,EETABB,PRRES,0PRETTAB,PREES,SST,GGAP,PENNEFINIISH第17例例 稳稳定性问问题分析析实例屈曲分分析/CLEEAR/FILLNAMME, EXAAMPLLE177/PREEP7ET,11,BEEAM44MP,EEX,11,2EE11MP,PPRXYY,1,0.33R,1,9E-4,66.755E-88,
33、6.75EE-8,0.003,00.033,0K,1,0,00,0K,2,0,22,0LSTRR,1,2LESIIZE,1,100TYPEE,1MAT,1REALL,1LMESSH,11FINIISH/SOLLUANTYYPE,STAATICCPSTRRES,ONDK,11,UXXDK,11,UYYDK,11,UZZDK,11,ROOTXDK,11,ROOTYDK,22,UXXDK,22,UZZDK,22,ROOTXDK,22,ROOTYFK,22,FYY,-11SOLVVEFINIISH/SOLLUANTYYPE,BUCCKLEEBUCOOPT,LANNB,11MXPAAND,1OUTPPR
34、,AALL,ALLLSOLVVESAVEEFINIISH/POSST1SET,FIRRSTSET,LISSTPLDIISP,2FINIISH第18例例 弹弹塑性分分析实例例厚壁圆圆筒问题题/CLEEAR/FILLNAMME,EEXAMMPLEE18/PREEP7ET,11,1883,2MP,EEX,11,2EE11MP,NNUXYY,1,.3TB,BBKINN,1,1 TBTEEMP,0TBDAATA,1,5500EE6,00PCIRRC,00.1,0.005,00,900 ESIZZE,00.0003MSHKKEY,1MSHAAPE,0AMESSH,AALLFINIISH/SOLLUDL,4
35、4,UUYDL,22,UUXAUTOOTS,ONDELTTIM,0.22,0.1,00.3KBC,0TIMEE,1SFL,3,PPRESS,3775E66LSWRRITEETIMEE,2SFL,3,PPRESS,0LSWRRITEELSSOOLVEE,1,2FINIISH/POSST1RSYSS,1SET,1,LLASTTPLNSSOL,S,EEQVFINIISH第19例例 非非线性分分析综合合应用实实例冲击/CLEEAR/FILLNAMM, EEXAMMPLEE19/PREEP7ET,11,SOOLIDD45 ET,22,SHHELLL43ET,33,COOMBIIN144ET,44,COO
36、NTAA1733ET,55,TAARGEE1700 MP,EEX,11,2EE11MP,NNUXYY,1, 0.3MP,DDENSS,1,78000TB,BBKINN,1,1 TBTEEMP,0TBDAATA,2440E66,2EE8R,1,0.006R,2,10000000R,3,00.5/VIEEW,11,1,1,11K,1,-0.8,00,-11.5K,2,-0.8,00,1.5K,3,0.88,0,1.55K,4,0.88,0,-1.5A,1,2,33,4TYPEE,2REALL,1ESIZZE,00.088AMESSH,11BLOCCK,-0.11,0.1,00.0001,00.20
37、01,-0.11,0.1TYPEE,1ESIZZE,00.055VMESSH,11N,9550,-0.88,-00.5,-1.5N,9551,00.8,-0.5,-1.55N,9552,00.8,-0.5,11.5N,9553,-0.88,-00.5,1.55TYPEE,3REALL,2E,1,9500E,600,9551E,400,9552E,2,9533NSELL,S,9950,9533,1D,ALLL,AALLALLSSELNSELL,S,LOCC,Y,0NSELL,R,LOCC,X,-0.3,00.3NSELL,R,LOCC,Z,-0.3,00.3REALL,3TYPEE,5ESURR
38、FALLSSASELL,S,44NSLAA,S,1REALL,3TYPEE,4ESURRFALLSSFINII/SOLLUANTYYPE,TRAANSACELL,0,9.88VSELL,S,11NSLVV,S,1IC,AALL,UY,-88D,ALLL,UUXD,ALLL,UUZALLSSKBC,0LNSRRCH,ONAUTOOT,OONOUTRRES,ALLL,ALLLTIMEE,0.00113DELTTIM,2.55E-55,1E-6,4E-5SOLVVEFINII/POSST1PLNSSOL,S,EEQV, 0,1.00FINII/POSST266NSOLL,2,8800,U,YDERI
39、IV,33,2,1DERIIV,44,3,1PLVAAR,22FINII第20例例 非非线性分分析综合合应用实实例钢板卷卷制成圆圆筒/CLEEAR!清除数数据库，新新建文件件/FILLNAMM, EEXAMMPLEE20!指指定工作作名/CONNFIGG, NNRESS,20000!设置最最大子步步数!前处理理/PREEP7!进入前前处理器器/PNUUM, VOLLU,OON!打打开体号号ET,11,SHHELLL43!选择单单元类型型，壳单单元用于于划分上上下辊ET,22,SOOLIDD1866!实体体单元用用于划分分钢板MP,EEX,11,2EE11!定义材材料模型型1的弹弹性模量量MP,DDENSS,1,78000!定定义材料料模型11的密度度MP,NNUXYY,1,0.33!定义义材料模模型1的的泊松比比MP,EEX,22,2EE11!定定义材料料模型22的弹性性模量MP,DDENSS,2,78000!定定义材料料模型22的密度度MP,NNUX