Каплун Ansys в Руках Инженера

135

description

Применение Ansys к решению инженерных задач

Transcript of Каплун Ansys в Руках Инженера

  • 138

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    a= 2M; q = 2104 H/M; M=2104 HM; F=3104 H; E = 210 11 HI M2 ;

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    JKAOro 3JleMeHTa 6blJIH DOCTOJIHHblMH H3rH6Hble lKeCTKOCTH EJ zz ' pacnpe.l{eJieHHble HarpYJICll MeHJIJlHCb 6bl JlHHeHHO HJIH 6blJlH DOCTOJIHHblMH, a BffYTPH 3JleMeHTOB He HaxO,l{HJIHCb 6bl ono-pbl H TOqKH DpHJIOlKeHHll aKTHBHblX CHJI H MOMeHTOB. .

    HHJKe npHBOAffTCJI TeKCT nporpaMMbl AJlll pa6oTbl s naKeTHOM pelKHMe:

    /batch ! naKeTHblH pelKHM /batch /title, bending of the beam /prep7 ! BXOAHM s npenpoueccop /prep7 /show,beam,grph ! B pelKHMe /batch 3a.l{aeM BblBO,!{ rpal>HKH B l>affJ1 beam.grph et, l ,beam3 ! JJJeMeHTbl c TYPE = I - 6anoqHble K3 BEAM3 keyopt, 1,9,9 ! keyopt(9) = 9 ,l{Jlll beam3 - BbIBO,!{ B 9-H npoMeJKyTOqHblJ{ TQqKax r, l ,2.89e-3,2.03e-5,0.2

    mp,ex,l,2el 1 mp,nuxy, l ,0.3

    mp,dens,l,7800 n_el= 3 abeam=2 n,l n,2,abeam

    ! real const. THna real= l : (AByYasp N 20a) ! DJJOllUW> nonepeqHOro ceqeHHllAREA = 2,8910-3 M2 ' ! MOMeHTHHepUHH/ZZ= 2,0310-5 M4 , ! BblcOTaHEIGHT= 0,2 M ! AJlll MaTepHana I MO,l{yJJb IOHra EX = 2 10 11 H / M 2 ! AJlll MaTepHana I KOJ4'. IIyaccoHa NUXY = 0,3 ! DJJOTHOCTh MaTepHana I DENS = 7800 Kz/ M3 ! BBO,!{HM napaMeTp ,l{Jlll KOJJHqecTBa 3JleMeHTOB ! abeam - napaMeyp MHHbl nepsoro nponeTa 6anKH ( 200 CM ) ! onpe,!{eJIJleM }'3Jlbl no KOOp.l{HHaTaM

    JlpaKTHqecKoe npHMeHeHHe MeTO,!{a KOHeqHblX 3JleMeHTOB 139

    n,3,2*abeam n,4,3*abeam e,l,2 e,2,3 e,3,4 save finish

    /solu antype,static

    d,l,uy

    d,4,ux

    d,4,uy

    d,4,rotz sfbeam, l ,,pres,2e4

    f,2,mz,-2e4

    f,3,fy,3e4

    acel,0,9.8,0

    allsel,all solve finish

    /post! set,l,l prrsol /pbc,u,,l /pbc,f,,l /pbc,cp,,l /pbc,m,,l /psf,pres,norm, l /pnum,node, l eplot /pnum,node,O /pnum,elem, l /number,!

    eplot

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    ROTZ = 0 s }'3Jle 4 (JKeCTK8JI JMeJJKa) 3a,l{aeM DOCTOJIHHyIO pacnpe.l{eJieHHyIO HarpYJKy Ha JJJeMeHTe I PRES= 2104 H / M (nonoJKHTeJJbHblM 1uaqeHHeM PRES cqHTaeTCJI HanpaBJJeHHe npoTHB OCH + y)

    Ja,l{aeM MOMeHT MZ = - 2 1 o4 H . M B }'3Jle 2 (nOJJOlKHTeJlbHblM cqHTaeTCJI mz, HanpaBJJeHHblH npOTHB qacosou CTpeJIKH) 3MaHue CHJI Fy HJIH Fx (ecnH OHH .l{eHCTBYIOT) npoBOAHTCJI auanornqHo c 38Meuoli Mz Ha Fy HJIH Fx (cHJia Fy noJJOlKHTeJibHa,

    ! ecnu HanpaBJJeHa no OCH +y, T. e. Hao6opOT, no cpasHeHHIO c PRES) ! 3a,l{aeM CHJIY FY= 3 . 104 H. npHJioJKeHHyIO B }'3Jle 3 ! JMaeM ycKopeHue CHJibl TlllKecTH ( g = 9 ,8 MI c2 ), ! ,!{eHCTByIO~ee Ha BCIO KOHCTpYICllHIO ! Bbl,l{eJJeHHe BCeH KOHCTpYKllHH nepe.1{ uaqanoM pacqera ! pemaeM CllAY MK3 ! Bb!XOA HJ npoueccopa pemeHHll ! ! exoAHM s nocmpoueccop POSTJ ! cqHTblBaeM ,!{aHHble 0 peUieHHH ! neqaTaeM onopHble peaKUHH ! DOK83b!BaeM ycJJOBHJI 38KpeDJJeHHll ! noK83blB8eM CHJibl ! noK83blB8eM CBJl3aHHble CTeneHH CBoOO,l{bl ! DOK83blBaeM MOMeHTbl ! nOK83blBaeM pacnpe.l{eJieHHble HarpYJKH ! HYMepyeM Y3Jlbl npH rpat>uqecKoM noKaJe ! uapHCOBaTh 3JleMeHTbl ! He ffYMepyeM }'3Jlbl npH rpal>HqecKOM DOK83e ! ffYMepoBaTh 3JleMeHTbl ! 3aHYMeposaHHble 3JlTbl noK83blB8Th p83JlHqHblM ! UBeTOM, HO 6e3 HYMepaUHH ! uapHCOBaTh 3JleMeHTbl ! ,!{anee CJle,l{yeT BblBO,!{ nepepe3b1B8IO~HX CHJI, H3rH6aIO~X ! MOMeHTOB ypaeHeHHll H30rHyYOH OCH 6aJJKH H H3rH6HblX ! HanplllKeHHH B 11 p8BHOOTCTOJl~HX TOqKax K8lK,l{Oro 3JleMeHTa

  • I~ 140

    '.\~ qacn.2 i

    -----------------------------------..::1 dim,x coord,array,n eill *dim,ij,array,n_ eJ TI dim,m_z,array,n_el* l l *dim,u_y,array,n_el*l l *dim,sigma,array,n_el*l l /output,beam,res prrsol /com, /nopr *vwrite

    ! MaCCHB ,ll.JlJI X-KOOp,!IHHaT ! MaCCHB ,[IJIJI nepepe3bIBalOUIHX CHJl ! MaCCHB ,[IJJJI H3rH6a10II.1HX MOMeHTOB ! MaCCHB ,[IJJJI npom6oe 6aJJKH ! MaCCHB ,ll.JlJI HJTH6HblX Hanpl!lKeHHH ! Ja,[laeM TeKCTOBblH Bb!BO,[I B

  • 142

    plvar,5 finish /exit ! OKOHqaHHe pa6oTbl nporpaMMbl

    qacn.2

    PeJyJI&TaTOM eblnonHeHHJI nporpaMMbl llBJIJllOTCll TeKCTOBblH cpaiiJI beam.res H rpacpuqe. CKHH cpaiiJI beam.grph.

    B TeKCTOBOM cpaiiJie beam.res CO,lleplKaTCJI ,llaHHble o6 onopHblX peaKUHllX H qHcJieHHLIX 3HaqeHHllX ,llJill ecex qeTblpeX 3Il10p BMecTe c HX MaKCHMYMaMH H MHHHMYMaMH. Cl>parMeRT pacneqaTKH cpaiiJia beam.res npueo,11HTCJ1 HHlKe:

    PRINT REACTION SOLUTIONS PER NODE ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.6 AN SYS/ED 00000000 VERSION= INTEL NT 00:11:38 AUG 29, 2002 CP = 28.890 bending of the beam POSTl TOTAL REACTION SOLUTION LISTING THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES

    NODE FX FY MZ 1 21793. 4 0.0000 -10468. 6783.7

    TOTAL VALUES VALUE 0.0000 11325. 6783.7

    x qy Mz uy S_yy

    element n = 1. 0.0 0.2179E+05 0.2728E-11 O.OOOOE+OO -.1344E-07 0.2 0.1775E+05 0.3954E+04 -.8363E-03 -.1948E+08 0.4 0.1370E+05 0.7100E+04 -.1603E-02 -.3497E+08 0.6 0.9661E+04 0.9436E+04 -.2297E-02 -.4648E+08 0.8 0.5617E+04 0.1096E+05 -.2916E-02 -.5401E+08 1.0 0.1572E+04 0.1168E+05 -.3455E-02 -.5755E+08 1.2 -.2472E+04 0.1159E+05 -.3913E-02 -.5711E+08 1.4 -.6516E+04 0.1069E+05 -.4286E-02 -.5268E+08 1.6 -.1056E+05 0.8987E+04 -.4570E-02 -.4427E+08 1.8 -.1460E+05 0.6470E+04 -.4764E-02 -.3187E+08 2.0 -.1865E+05 0.3145E+04 -.4863E-02 -.1549E+08

    element n = 2. 2.0 -.1865E+05 0.2314E+05 -.4863E-02 -.1140E+09 2.2 -.1869E+05 0.1941E+05 -.4806E-02 -.9562E+08 2.4 -.1874E+05 0.1567E+05 -.4557E-02 -.7718E+08 2.6 -.1878E+05 0.1192E+05 -.4154E-02 -.5870E+08 2.8 -.1883E+05 0.8155E+04 -.3634E-02 -.4017E+08 3.0 -.1887E+05 0.4386E+04 -.3033E-02 -.2161E+08 3.2 -.1891E+05 0.6076E+03 -.2390E-02 -.2993E+07 3.4 -.1896E+05 -.3179E+04 -.1741E-02 0.1566E+08 3.6 -.1900E+05 -.6975E+04 -.1124E-02 0.3436E+08 3.8 -.1905E+05 -.1078E+05 -.5751E-03 0.5310E+08 4.0 -.1909E+05 -.1459E+05 -.1323E-03 0.7189E+08

    element n = 3. 4.0 0.1091E+05 -.1459E+05 -.1323E-03 0.7189E+08 4.2 0.1087E+05 -.1242E+05 0.1772E-03 0.6116E+08 4.4 0.1082E+05 -.1025E+05 0.3647E-03 0.5048E+08 4.6 0.1078E+05 -.8088E+04 0.4512E-03 0.3984E+08 4.8 0.1073E+05 -.5937E+04 0.4579E-03 0.2925E+08 5.0 0.1069E+05 -.3795E+04 0.4057E-03 0.1869E+08

    J1paKTHqecKoe npHMeHCHHe MeTO,lla KOHeqHblX JJieMeHTOB

    5.2 0.1064E+05 -.166JE+04 0.3158E-03 0.8184E+07 5.4 0.1060E+05 0.4632E+03 0.2092-03 -.2282E+07 5.6 0.1056E+05 0.2579E+04 0.1070E-03 -.1270E+08 5.8 0.1051E+05 0.4686E+04 0.3027E-04 -.2308E+08 6.0 0.1047E+05 0.6784E+04 O.OOOOE+OO -.3342+08

    143

    3n10pb1 nepepe3b1BalOlllHX CHJI (sh force qy), HJru6aJOlllHX MOMeHTOB (bend mom m_z), nporn6oe (displ uy) u H3rH6alOlllHX HanplllKeHHH (bend str sy) noKaJaHbl Ha pHc. 3.5 6.

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    /postl

    set, first pldisp,l

    etable,qyi,smisc,2

    etable,qyj,smisc,62

    plls,qyi,qyj,-3 etable,mzi,smisc,6

    ! exo,11HM e nOCTnpoueccop POSTJ ! IlOKaJ ,11ecpopMHpoBaHHOH cpopMbl 6aJIKH

    ! IlOCTpoeHHe Jn10pb1 nonepeqHblX CHJI ! Ta6JIHUa 3HaqeHHH nonepeqHOH CHJ!bl B Y3J1e i ! (npHCBoeHO qy1) ! Ta6JIHUa 3HaqeHHH nonepeqHoH CHJ!bl B Y3J1ej ! (npHCBOeHO qyj) ! rpaqmqecKHH BblBO,ll ! IlOCTpOeHHe 3Ill0pb1 H3rH6a10ll1HX MOMeHTOB

  • 144

    etable,mziil l ,smisc, 12 etable,mziil2,smisc, l 8 etable,mziil3,smisc,24 etable,mziil4,smisc,30 etable,mziil5,smisc,36 etable,mziil6,smisc,42 etable,mzii17,smisc,48 etable,mziil8,smisc,54 etable,mziil9,smisc,60 etable,mzj,smisc,66 plls,mzi,mzj,3 etable,szi,ls,2

    etable,szj,ls,32 plls,szi,szj,3 finish

    ! noCTpOeHHe 3nl0pb1 H3m6at0mux HanpJDKeHHH !.Ha sepXH. nosepXHOCTH 6anKH

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    Ka: )lecl>opMHpoBaHHall H HCJlecl>opMHpoBaHHall cl>opMbl 6anKH (puc. 3.5 B), 3nt0pa nonepeqHblX CHJl (puc. 3.5 z), 3n10pa H3ru6at0mux MOMCHTOB (puc. 3.5 0) H 3n10pa H3rH6alOmHX HanpJDKe-HHH (puc. 3.5 e).

    Puc.3.5, s

    Puc.3.5, iJ

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    :~i~

    ANS'i$ !-.Ii AOO SO 21JOZ oi:o41n f'LOT NO. j: :.tMB $fJt!lfS

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    109-4 -10401

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    KaK YJKe OTMeqanocb BblWe, onucaHHblH MeTOJl nOCTpOeHHJI 3n10p HMeeT cymeCTBeHHblii HC)lOCTaTOK: 3nl0pb1 H3rH6at0mux MOMCHTOB Ha yqaCTKax c nOCTOJIHHOH pacnpe)leJJCHHOH Hll-

    145

    rpY3KOH 0Ka3b1BalOTCJI JlHHeHHblMH, XOTJI H3BecTHO, qTO OHH )lOJIJKHbl 6b1Tb npe)lCTaBJJCHbl l(sa)lpaTHqHblMH napa6onaMH. 3To o6'bliCHlleTCll TeM, qTQ rpacl>uqecKoe nOCTpoeHHe 3nl0p B 11aHHOH nporpaMMe onupaeTcll Ha KOMaHJly (plls] nocmpoueccopa /POST/. ::ha KoMaH)la Jleii-CTJIHTellbHO npe)lHaJHaqeHa JlJlll rpacl>uqecKoro noKaJa 3a)laHHblX xapaKTepHCTHK B BHJle 3nt0p, HO rpacl>HKH 3THX xapaKTepuCTHK no KOMaH)le (plls] JlHHeHHbl B npe.nenax O)lHOro KOHeqHoro :JJ!eMCHTa H CTpOJITCll no 3HaqeHHJIM xapaKTepHCTHK Ha KOHUax 3JJeMeHTOB. KpoMe Toro, uc-noJJb30BaHHe onu.uu KEYOPT(9) = 9 )lJlJl 3JleMeHTOB BEAM3 npu nocTpoeHHH 3nt0p no KOMaH-11e [plls] He ,naeT YTOqHeHHJI cl>oPMbl 3n!Opbl, T. K. JlJlll KOMaH)lbl (plls] HeT )lOCTyila K )laHHblM B 11esJ1TH npoMeJKYTOqHblX TOqKax, yCTaHaBJJusaeMblX no onuHu KEYOPT(9) = 9.

    3.1.3. Onpeii.eneHue peaKUHii onop H ycwrnii B CTep)l(JUIX nnocKoii ct>epMbI Tpe6yeTCJ1 onpeJleJJHTb onopHble peaKUHH H ycHJJHll B CTeplKHllx ePMbl, noKa3aHHOH Ha puc. 3.6 a. McxO)lHble JlaHHble: a = 2 M ; P1 = IO Kil; P2 = 20 Kil.

    Ax 0 el n2 e2 n3 e3 n4 X 20Klf

    Puc. 3.6

    OmeceM cl>epMy K )leKapTOBOH CHCTeMe KOOp)lHHaT Oxy (puc. 3.6. 6) H paccquraeM KOOp-mmaTbl ee Y3JlOB nl, ... , n7 (B M): nl - (O;O), n2- (2;0), n3 - (4;0), n4 - (6;0), n5 -(4; 2/ ./3), n6- (2;4/ ./3). n7 - (0;6/ ./3).

    KaK H3BeCTHO, cl>epMa - 3TO KOHCTpYKllHll, COCTOJIIUall H3 CTeplKHCH, COO)lHHeHHblX Mell(Jly co6oii wapHHpaMH (Y3JlaMH cl>ePMbl). IlOCKOJlbKY CHJlbl, )leHCTBytOmue Ha cl>epMy, npHJJaratOTCJI B wapHHpax, TO BCe CTeplKHH cl>epMbl HCnblTblBalOT TOJlbKO ocesble ycHJJHll paCTJDKeHHJI (Cl!Ca-THll). Cne)loBaTen&Ho, noJlXO.!VlmHMH KoHeqHblMH 3JJeMeHTaMH JlJlll cTeplKHeii cl>epM llBJJlllOTCll CTeplKHeBble 3JleMeHTbl LINK/ (B cnyqae IlJJOCKHX ct>epM) u LINKS (a cnyqae npoCTpaHCTBeH HblX cl>epM). Tor)la Y3Jlbl KOHeqHo-3JleMeHTHOH MO)leJJH 6YJlYT COBUa)laTb c Y3JlaMH cl>epMbl, a KaJK,l.lblH CTeplKCHb ePMbl 6yJleT OT)lCJibHblM 3JleMeHTOM MO)leJJH.

    ,l:laHHytO 3l1Jlaqy MOlKHO pewaTh MeTO)laMu TeOpeTuqecKOH MeXaHHKH H TOr)la He cymeCT-BCHHbl HHKaKHe onpeJleJJJ110mue napaMeTpbl CTepl!CHeii, KpoMe 1tx JlJJHH. 0JlHaKO JlJlll MK3 3JJeMeHTbl LINK/ (HJJH LINKS) Tpe6yt0T 3llJlaTb CBOHCTBO MaTepHana (MOJlYJlb IOHra EX) u KOHCTaHTY 3JJeMeHTa (IlllOIJUi.llb nonepeqHoro ceqeHHJI AREA). IlpHMeM npoH3BOJJbHO, qTQ JlJlll Bcex CTeplKHCH cl>epMbl EX = 2. J 011 (HIM\ AREA = J. J o-4 (M2). 0)lHaKO OTMeTHM, qTO 8 paccMaTpHBaeMOH CTarnqecKH onpe)leJJHMOH 3a)laqe 3HaqeHHJI 3THX napaMeTpOB He 6y):IYT BJlHJITb Ha HTOfOBble HCKOMble BeJJHqHHbl.

    Hul!Ce npHBOJlHTCll JJHCTHHr nporpaMMbl, npe)lHa3HaqeHHOii Jlll1! peweHHJI onucaHHOH Ja )laqu B naKeTHOM pelKHMe /BATCH.

    /batch /com, ! cl>aiin plate girder /com, ! onpe)leJJeHHe peaKUHH onop H ycHJJHH B CTeplKHllx IlJJOCKOH cl>epMbl /prep? /show,girder,grph /title,plate girder et,l,linkl r,l,le-4

    ! sxo.n B npenpoueccop ! Bblso.n rpacl>uKH B cneuuan&HblH cl>aiin girder.grph ! 3a,zurnue 3lll"OJJOBKa plate girder ! Bb16op rnna K3 (CTeplKHeBOii K3 linkl) u npucsoeHue eMy HoMepa 1 ! npou3BOJJ&Ho HaJHaqeHHall IlllOmaJlb nonepeqHoro ceqeHHJI

  • ans_001ans_002ans_003ans_004ans_005ans_006ans_007ans_008ans_009ans_010ans_011ans_012ans_013ans_014ans_015ans_016ans_017ans_018ans_019ans_020ans_021ans_022ans_023ans_024ans_025ans_026ans_027ans_028ans_029ans_030ans_031ans_032ans_033ans_034ans_035ans_036ans_037ans_038ans_039ans_040ans_041ans_042ans_043ans_044ans_045ans_046ans_047ans_048ans_049ans_050ans_051ans_052ans_053ans_054ans_055ans_056ans_057ans_058ans_059ans_060ans_061ans_062ans_063ans_064ans_065ans_066ans_067ans_068ans_069ans_070ans_071ans_072ans_073ans_074ans_075ans_076ans_077ans_078ans_079ans_080ans_081ans_082ans_083ans_084ans_085ans_086ans_087ans_088ans_089ans_090ans_091ans_092ans_093ans_094ans_095ans_096ans_097ans_098ans_099ans_100ans_101ans_102ans_103ans_104ans_105ans_106ans_107ans_108ans_109ans_110ans_111ans_112ans_113ans_114ans_115ans_116ans_117ans_118ans_119ans_120ans_121ans_122ans_123ans_124ans_125ans_126ans_127ans_128ans_129ans_130ans_131ans_132ans_133ans_134ans_156-157