ANSYS中加载力矩

现现一 3现： 1 现现现现．一 ,现现现现现现现现现现现现. 2 现现．一,现现现 MASS21 现现,现现现现现现现现现现现,现现现现现现,现现现 CERIG 现现.现现现现现现现现现现现,现现现现现现现 3 现现 MPC184 现现.现现一,现现现现现现现现现现现现现现现现,,现现现现现现现.现现现现现现现现现现现现现现现现,现。现现现现现现现现一一，。 ,现现 CERIG 现现现现现现现现现现现现现现现现,现现现现现,现现； ,现现现现现现现,现现现现。（）现现现现现现现现现现现现现现现现现现现现现现现现一，，。 2 现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现现，体。一，，，现现现，。现现现现现 1现现现现现现，体， 95现现现现 10mm 现现， 15mm现现现 200mm现现 10E6 Nmm现mass21 现。 (1) 现现现现现 (2) 现现现现现现现 1 现现， 10mm现 (3) 现现 mass21 现现， (E 现 EN)现 (4) 现（ CERIG 现现）， mass21 现现，。 (5) 现现现现现现，一， mass21 现。 (6) 现。 (7) 现 mass21 现现，。现现， 235.179Mpa 现现。，。现现， 470.357Mpa 现现现现，，，。。现。 [ 本本本本本 venture 本 2007-8-18 09:26 本本 ]

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Transcript of ANSYS中加载力矩

31,.2,MASS21,,,CERIG.,3 MPC184.,,,.,,

31,.2,MASS21,,,CERIG.,3 MPC184.,,,.,,CERIG,,,,219510mm15mm200mm10E6 Nmmmass21(1)(2)110mm(3)mass21(EEN)(4)CERIGmass21(5)mass21(6)(7)mass21235.179Mpa470.357Mpa

[ venture 2007-8-18 09:26 ]

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ansys(2009-05-21 10:55:03)

ansys

/prep7block,0,1,0,1,0,2k,9,0.5,0.5,2.5mp,ex,1,2e10mp,prxy,1,0.2mp,prxy,1,0.3r,2,1e-6et,1,45et,2,21keyopt,2,3,0lesize,all,0.2vmesh,allksel,s,,,9type,2real,2kmesh,allallselnsel,s,loc,z,2,3NPLOTCERIG,node(0.5,0.5,2.5),ALL,ALL, , , ,allsel/SOLUf,node(0.5,0.5,2.5),my,100e3FINISH/SOLnsel,s,loc,z,0d,all,allallselsolve2mpc184/prep7block,0,1,0,1,0,2mp,ex,1,2e10mp,prxy,1,0.2mp,prxy,1,0.3et,1,45et,2,184keyopt,2,1,1lesize,all,0.2vmesh,alln,1000,0.5,0.5,2.5type,2mat,2*do,i,1,36e,1000,36+i*enddoallselallsel/SOLUf,node(0.5,0.5,2.5),my,100e3FINISH/SOLnsel,s,loc,z,0d,all,allallselsolve3rbe3/prep7block,0,1,0,1,0,2k,9,0.5,0.5,2.5mp,ex,1,2e10mp,prxy,1,0.2mp,prxy,1,0.3r,2,1e-6et,1,45et,2,21keyopt,2,3,0lesize,all,0.2vmesh,allksel,s,,,9type,2real,2kmesh,allallsel*dim,sla,array,36*do,i,1,36sla(i)=i+36*enddo*dim,sla2,array,36*do,i,1,36sla2(i)=i+36*enddoallselrbe3,node(0.5,0.5,2.5),all,sla,sla2allsel/SOLUf,node(0.5,0.5,2.5),my,100e3FINISH/SOLnsel,s,loc,z,0d,all,allallselsolve

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