ANSYS结构分析软件课程设计

1、结构分析软件应用课程设计报告任务一计算图示结构的内力，应力和变形，并根据强度理论做出强度判断，其中 Fp =1668.333N、截面直径 d = 0.050275m。解：取F点的竖向位移人为基本未知量。则每个杆件的轴力li3 / 38其中每个杆件的伸长量Ui二也sinsFN2FN4考虑节点F的平衡5HFy =0, Fni sin tti = FpN4FN 3EAU3 =537.168NI3Z EAAsin2% = Fp 所以y lifA97438.4085 Pa解得 =4.65957F N2=181348.7913 PaAFnFnEAu1 =193.430N11.号二27066。.5840Pa

2、现根据强度理论进行强度判断，由HRB335的强度设计值是 300000000Pa,且W =270660.5840Pas 3 =0Pa第一强度理论:巧1 =270660.5840Pa f =300000000Pa第二强度理论:CTr2 =cri -十 02 -6)= 270660.5840Pa f = 300000000Pa第三强度理论:2 =円-b3 =270660.5840Pa f =300000000Pa第四强度理论:沁2)2)2+(D22，=270660.5840Pa f =300000000Pa电算结果如图所示:JAW e 2D15 22:02:10Pirn HO. 1 ISPLAJC

3、aiEHT STEP-1SUB -1TDE-lPowerGrapiiics ErftCET=lWK =.4aaE-O3 scfi=ei9.4a4 ZV =1 is-w.-g KF -4YF 1.7 Z-BUFFEE吕a 2015JAN2Z:D5:13PLOT NO. 1LEUE STOESSSTEElSUB -1 riME=lMEUSE MEOCEHm -232,415 CLEM=1MfX =645.61ELEM-3ZV =1 Drsrr-4,4KF -4 YF =-1.5 S-BCFEER 232,415 278.329 524,239 幻 0.149 416.Q59 461,59 507.

4、88 553.79 593.7 645.61结构分析软件应用课程设计报告5,5 / 38JAW e 201522:07:56ELnr WO. 1LINE STRESS STEMSUB =1TIME-1MEOCEMIN =232.419ELEH-1EftK =545.61ELEM=3ZV =1DIST-4 .4XF =4YF =-1.7 EBUFFER232.415276.325324.239370.149416.055461.969OT.ea553.79599.7645.611=1命令流/NOPR ! Supp ressprinting of UNDO p rocess/PM ACROEcho

5、follow ing comma nds to logFINISH ! Make sure weare at BEGIN level/CLEAR,NOSTART ! Clear model since noKEYW, PR_THERM,0KEYW, PR_FLUID,0KEYW, PR_ELMAG,0KEYW,MAGNOD,0KEYW,MAGEDG,0KEYW,MAGHFE,0KEYW,MAGELC,0KEYW, PR_MULTI,0KEYW, PR_CFD,0 /GOMP DATA,EX,1,2.0e11MP DATA, PRXY,1,0.3K,1,0,0,K,2,2,0,K,3,4,0,K

6、,4,6,0,K,5,8,0,K,6,4,-3,LSTR,61,SAVE found! WESUGGESYOUREMOVE THIS LINEFOLLOWINGLINES!*!*/NOPR/PMETH,OFF,0KEYW, PR_SET,1KEYW, PR_STRUC,1AND THESTARTUP!*!*/PREP7!*ET,1,LINK1!*R,1,0.1984e-4,!*!*MPTEMP,MPTEMP ,1,0LSTR,6LSTR,6LSTR,6LSTR,6FLST,5,5,4,ORDE,2FITEM,5,1FITEM,5,-52,3,4,结构分析软件应用课程设计报告CM,_Y,LINE

7、FITEM,2,-6ETABLE,ERASE,1LSEL, , , ,P 51X!*AVP RIN,0,CM,_Y1,LINE/GOETABLE,mforce,SMISC, 1CMSEL,_YD, P51X, , , , , ,ALL,!*!*J J J JAVP RIN,0,LESIZE,_Y1, , ,1,FLST,2,1,3,ORDE,1ETABLE,mstress,LS, 1,1FITEM,2,6!*!*!*!*FLST,2,5,4,ORDE,2/GOP LLS,MFORCE,MFORCE,1,FITEM,2,1FK,P 51X,FY,-1668.30FITEM,2,-5/STATUS

8、,SOLU)/G OP! ResumeLMESH ,P51XSOLVEprintingafterUNDOFINISHFINISHpro cess/SOL/P OST1)! Wesuggest a save atFLST,2,5,1,ORDE,3AVP RIN,0,this pointFITEM,2,1ETABLE,fxi,SMISC, 1FITEM,2,3!*任务二计算图示结构的内力图，并对其应力和变形进行分析。40KX/m120K/80K5.456YF =-1.5 Z-BUFFER-,1&3E.+09 -.123E-+O9 -.621E.-+O& -.167E.-+O7 .58aE+oa .

9、119E+09 .1&0E+09 .240E+09 ,30LE+09 ,36LE+09flWSYS 10.0 J/5W a 2015 22:19:47 Erar KD. 1DISPLACEME3MT STEFFISUB =1TIME=1 PcwerGraphics EFflCET=lJWRES=tfet 14X =.162274DecA=i.e49ZV =1 *DIST=2.679XF =-.046667YF =-1.424S-BUFFER flWSYS 10.0 J/5W a 2015 22:27:31Erar g 1 LINE STRESS STEFFISUB =1TIME=1SDLRI

10、SDIRJ MIN =-,230E+OS ELEM=61MAX =-.980E+O7ELEM=20ZV =1 *DIST=5.977YF =-1.5 SBUFFER -.23aE+oa -,223E+ae -,207E+ae -,i52E+ae -,i76E+ae -,i6iz+ae -,i45E4-ae -,130E-I-OS -,114E4-OS -,9S0E+O7flWSYS 10.0 J/5W S 2015 22:27:58 Erar KO. 1 LINE STREWS STEFFISUB =1TIME=1Kil FXJ MIN =-239933 ELEM=61MAX =-99435E

11、LEM=20ZV =1*DIST=3.377 YF =-1.5 S-B3JFFER -233933 -224322 -20S711 -193100 -1774S9 -161070 =146260 -130657 -115046 -99435flWSYS 10.0 J/5W S 2015 22:20:10 Erar g 1 LINE STRESS STEFFISUB =1TIME=1FYI FYJ MIN =-140565 ELEM=51MAX =140565ELEM=30ZV =1 *DIST=3.377YF =-1.5E-B9JFFER -140565 10勺328 -7S092 -46S5

12、5 -1561S 15610 46855 78092 1O932S 140565命令流Supp ressof UNDO,-3,3,1,2,5,4,6,4,10,4,/NOPR printing p rocess /PM ACRO! Echofollow ingcomma nds tologFINISH ! Make sure we are at BEGIN level /CLEAR,NOSTART ! Clear model since no SAVE found! WESUGGESYOUREMOVE THIS LINE AND THE FOLLOWING START UP LINES!*!*

13、/NOPR/P METH,OFF,0KEYW, PR_SET,1KEYW, PR_STRUC,1KEYW, PR_THERM,0KEYW, PR_FLUID,0KEYW, PR_ELMAG,0KEYW,MAGNOD,0 KEYW,MAGEDG,0KEYW,MAGHFE,0 KEYW,MAGELC,0KEYW, PR_MULTI,0KEYW, PR_CFD,0/GO!*!*/PREP7!*ET,1,BEAM3!*R,1,1.0065e-2,8.48006 e-6,0.10055,!*!*MP TEM P,MPTEMP ,1,0MP DATA,EX,1,2.0e10MP DATA, PRXY,1,

14、0.1667K,1,0,0,K,2,3,0,K,3,-3,0,FLST,3,3,3,ORDE,2 FITEM,3,1FITEM,3,-3KGEN,2,P51X,0 LSTR, 1 LSTR, 2 LSTR,5 LSTR, 4 LSTR,6 LSTR, 3 LSTR, 1 FLST,5,7,4,ORDE,2 FITEM,5,1 FITEM,5,-7 CM,_Y,LINE LSEL, , , ,P 51X CM,_Y1,LINE CMSEL,_Y!*LESIZE,_Y1, ,1 !*FLST,2,7,4,ORDE,2 FITEM,2,1 FITEM,2,-7 LMESH, P51X /PNU M,

15、K P,0 /PNU M,LINE,0 /PNU M,AREA,0 /PNU M,VOLU,0 /PNU M,NODE,0 /PNU M,TABN,0 /PNU M,SVAL,0 /NUMBER,1 !* /PNU M,ELEM,1 /RE PLOT!*FINISH /SOL FLST,2,20,2,ORDE,2 FITEM,2,1 FITEM,2,-20SFBEAM ,P 51X,1, PRES,80 000,FLST,2,21,2,ORDE,3FITEM,2,31FITEM,2,-50FITEM,2,61SFBEAM ,P 51X,1, PRES,80 000,SFLDELE,7,P RE

16、SFINISH /PREP7 LSTR,6FINISH /SOLFLST,2,1,2,ORDE,1 FITEM,2,60SFBEAM ,P 51X,1, PRES,48 000,40000,FLST,2,1,2,ORDE,1 FITEM,2,59SFBEAM ,P 51X,1, PRES,56 000,48000,FLST,2,1,2,ORDE,1 FITEM,2,58SFBEAM ,P 51X,1, PRES,64 000,56000,FLST,2,1,2,ORDE,1 FITEM,2,57SFBEAM ,P 51X,1, PRES,72 000,64000,FLST,2,1,2,ORDE,

17、1 FITEM,2,56SFBEAM ,P 51X,1, PRES,80 000,72000, FLST,2,1,2,ORDE,1FITEM,2,55SFBEAM ,P 51X,1, PRES,88 000,80000,FLST,2,1,2,ORDE,1 FITEM,2,54SFBEAM ,P 51X,1, PRES,96 000,88000,FLST,2,1,2,ORDE,1 FITEM,2,53SFBEAM ,P 51X,1, PRES,104000.0. .,FLST,2,1,2,ORDE,1 FITEM,2,52SFBEAM ,P 51X,1, PRES,112000.0. .,FLS

18、T,2,1,2,ORDE,1 FITEM,2,51SFBEAM ,P 51X,1, PRES,12000,112000, /DIST,1,1.08222638492 ,1/REP, FAST/DIST,1,1.08222638492 ,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FASTSFLDELE, 6,P RES /REP LOT,RESIZE /D

19、IST,1,1.08222638492 ,1/REP, FAST/DIST,1,1.08222638492 ,1/REP, FAST /DIST,1,1.08222638492 ,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP,

20、 FAST/DIST,1,1.08222638492 ,1/REP, FAST/DIST,1,1.08222638492,1/RE P, FAST/DIST,1,1.08222638492,1/RE P, FASTFLST,2,1,2,ORDE,1FITEM,2,60SFBEAM, P51X,1, PRES,48 000,40000,FLST,2,1,2,ORDE,1FITEM,2,59SFBEAM ,P 51X,1, PRES,56 000,48000,FLST,2,1,2,ORDE,1FITEM,2,58SFBEAM, P51X,1, PRES,64 000,56000,FLST,2,1,

21、2,ORDE,1FITEM,2,57SFBEAM, P51X,1, PRES,72 000,64000,FLST,2,1,2,ORDE,1FITEM,2,56SFBEAM ,P 51X,1, PRES,80 000,72000,FLST,2,1,2,ORDE,1FITEM,2,55SFBEAM, P51X,1, PRES,88 000,80000,FLST,2,1,2,ORDE,1FITEM,2,54SFBEAM, P51X,1, PRES,96 000,88000,FLST,2,1,2,ORDE,1FITEM,2,53SFBEAM ,P 51X,1, PRES,104000.0. .,FLS

22、T,2,1,2,ORDE,1FITEM,2,52SFBEAM ,P 51X,1, PRES,112000.0. .,FLST,2,1,2,ORDE,1FITEM,2,51SFBEAM ,P 51X,1, PRES,12 0000,112000, /DIST,1,1.08222638492,1/RE P, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.

23、924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1,0.924021086472,1/REP, FAST/DIST,1

24、,0.924021086472,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FAST/DIST,1,1.08222638492,1/REP, FASTFLST,2,1,2,ORDE,1FITEM,2,21SFBEAM, P51X,1, PRES,40 000,48000,FLST,2,1,2,ORDE,1FITEM,2,22SFBEAM ,P 51X,1, PRES,48 000,56000,FLST,2,1,2,ORDE,1F

25、ITEM,2,23SFBEAM ,P 51X,1, PRES,56 000,64000,FLST,2,1,2,ORDE,1FITEM,2,24SFBEAM, P51X,1, PRES,64 000,72000,FLST,2,1,2,ORDE,1FITEM,2,25SFBEAM ,P 51X,1, PRES,72 000,80000,FLST,2,1,2,ORDE,1FITEM,2,26SFBEAM ,P 51X,1, PRES,80 000,88000,FLST,2,1,2,ORDE,1FITEM,2,27SFBEAM, P51X,1, PRES,88 000,96000,FLST,2,1,2

26、,ORDE,1FITEM,2,28SFBEAM ,P 51X,1, PRES,96 000,104000,FLST,2,1,2,ORDE,1FITEM,2,29SFBEAM ,P 51X,1, PRES,104000.0. .,FLST,2,1,2,ORDE,1FITEM,2,30SFBEAM ,P 51X,1, PRES,112000.0. ., /STATUS,SOLUSOLVEFINISH/P OST1AVP RIN,0,ETABLE,fxi,SMISC, 1!*AVP RIN,0,ETABLE,fxj,SMISC, 7!*AVP RIN,0,ETABLE,fyi,SMISC, 2!*A

27、VP RIN,0,ETABLE,fyj,SMISC, 8!*AVP RIN,0,ETABLE,mzi,SMISC, 6!*AVP RIN,0,ETABLE,mzj,SMISC, 12!*AVP RIN,0,ETABLE,smi ni,N MISC, 2!*AVP RIN,0,ETABLE,sminj,NMISC, 4!*AVP RIN,0,ETABLE,sdiri,LS, 1!*AVP RIN,0,ETABLE,sdirj,LS, 4!*AVP RIN,0,ETABLE,sbyti,LS, 1!*AVP RIN,0, ETABLE,sbytj,SMISC, 4!*ETABLE,ERASE,12

28、 ETABLE,ERASE,11 AVP RIN,0,ETABLE,sbyti,LS, 2!*AVP RIN,0,ETABLE,sbtyj,LS, 5!*AVP RIN,0, ETABLE,sbybi,LS, 3 !*AVP RIN,0, ETABLE,sbybj,LS, 6!*!*PLLS,FXI,FXJ,-1,0 PLLS,MZI,MZJ,-1,0 )/G OP! Resumeprinting after UNDO pro cess)! Wesuggest a save at this point任务三分析图于楔形体的应力，楔形体左侧受水压力。应为_ c2*_= fyy，Txy =Tyx

29、-2excy尸2 Apgx, pgy, pgx,电y的线性组合，又因-fxxy 所以 =ax3 +bx2y +cxy2 +ey3。将的表达式代入 .byJxy的表达式中，有(fx=0, fybx =2cx +6eyby =6ax +2by - Pgy ixy = -2bx - 2cy 利用边界条件，确定待定系数 a,b,Ge(l =cos ( N,x),m = cos (N,y) 左边界(X = 0) l(bx)s +m(Txy)s = fxm(by)s +l(Txy)s = fy上面两式联立得2x)xT = -pgy(Txy)xz0 =( Yxy)xz0 =0结构分析软件应用课程设计报告EL

30、c =06ey=gy 解得Pg2cy =0e =6右边界（X =ytan33.37勺a同左边界理，可有b=包 cot33.37。-比 cot333.37 63pg 2 宀=cot2 33.372将系数a,b, c,e代入CTXbyTxy的表达式，有igy=(电cot33.37 - 2 P gcot3 33.37 )x + (Pgcot233.37。- Pg) y= Tyx = -P gxcot233.37电算结果如图所示:佃/ 38结构分析软件应用课程设计报告1DISPLACEMENTSTEFFISUB =1TIME=1EMK =.01542ANSYSJHW 0 2015 18:44:53 P

31、LOT MO. 1MWft命令流/NOPR! Supp ressWPSTYLE,0!*prin ti ngofUNDO/RE PLOT,RESIZE/RE PLOT,RESIZEp rocess/RE PLOT,RESIZE!*/PM ACRO!Echo!*MPTEMP,follow ingcomma nds to/NOPRMPTEMP ,1,0log/P METH,OFF,OMP DATA,EX,1,2.0e10FINISH ! Make sure weKEYW, PR_SET,1MP DATA, PRXY,1,0.1667are at BEGIN levelKEYW, PR_STRUC,1

32、MP TEM P,/CLEAR,NOSTART!KEYW, PR_THERM,0MPTEMP ,1,0Clear model since noKEYW, PR_FLUID,0MP DATA,DENS,1,2650SAVE foundKEYW, PR_ELMAG,0K,1,0,0,! WESUGGESYOUREMOVEKEYW,MAGNOD,0K,2,0,-100,THIS LINE AND THEKEYW,MAGEDG,0K,3,65.8552,-100,FOLLOWINGSTART UPKEYW,MAGHFE,0FLST,2,3,3LINESKEYW,MAGELC,0FITEM,2,1/in

33、pu t,me nu st,t mp，”，KEYW, PR_MULTI,0FITEM,2,2,1KEYW, PR_CFD,0FITEM,2,3/GRA, POWER/GOA,P 51X/GST,ON!*FLST,5,2,4,ORDE,2/PLO,INFO,3!*FITEM,5,1/GRO,CURL,ON/PREP7FITEM,5,3/CP LANE,1!*CM,_Y,LINE/REP LOT,RESIZEET,1, PLANE42LSEL, , , ,P 51XCM,_Y1,LINE!*/PIC,DEFA, ,1CMSEL,_YCMDELE,_Y/P SYMB,CS,0!*CMDELE,_Y1

34、/PSYMB,NDIR,0LESIZE,_Y1, ,30,CMDELE,_Y2/P SYMB,ESYS,0,1!*/P SYMB,LDIV,0!*/UI,MESH,OFF/PSYMB,LDIR,0FLST,5,1,4,ORDE,1E P LOT/PSYMB,ADIR,0FITEM,5,2FINISH/P SYMB,ECON,0CM,_Y,LINE/SOL/P SYMB,XNODE,0LSEL, , , , P51XFLST,2,1,4,ORDE,1/P SYMB,DOT,1CM,_Y1,LINEFITEM,2,2/P SYMB, PCONV,CMSEL,_Y!*/PSYMB,LAYR,0!*/

35、GO/P SYMB,FBCS,0LESIZE,_Y1, ,30,DL ,P 51X, ,ALL,!*,1DTRAN/PBC,ALL, ,1!*SFGRAD ,P RES, ,Y,0,-10/RE PMSHA PE,0,2D000,!*MSHKEY,0FLST,2,1,4,ORDE,1ACEL,0,9.8,0,!*FITEM,2,1/STATUS,SOLUCM,_Y,AREA/GOSOLVEASEL, , , ,1!*)/G OP!CM,_Y1,AREASFL, P51X ,P RES,0,prin ti ngafterCHKMSH,AREASFTRANpro cessCMSEL,S,_Y!*)

36、! Wesuggest a!*/P SF, PRES,NORM,2,0,1this pointAMESH,_Y1/P BF,DEFA, ,1save atResumeUNDO做出强度判任务四分析图输水隧洞闸门的内力及内外表面的应力,断。52 / 38ZOrnmq。,横向荷载总可以分解成两部分：一部分是与圆板中心处集度相同的均布荷载另一部分是分对称荷载q =qi X，如图所示。a（1）首先分析圆板受均布荷载的问题。相应于均布荷载q。，应将特解取为盼4柿=5代入式D（臬+舞）（器+晋2q，求得B0 =%d。于是由式 -G In P+C2P2 In P + C3P2 +C4,可以得至9由于圆板中心没

37、有孔，其中心的挠度和内力不能无限大，必须常数G, C2都得D 4I取为零，于是得纺-3宀C4十詈D，筹=2C3卩c3工。并有16DM p =2(1 + P)DC3M 护=2(1 + P)DC33 + 4 oq。P161+3 卩02Fq0卩M申=M菲 = 0Fs护=0剪力Fsp可以较简单的根据平衡条件来求得，任意常数C3, C4决定于边界条件。设此薄圆板具有简支边，则边界条件为W)=0， (M d 4 =0。于是得4a2C3 +C4 +q =064 D3 + A 2-2(1 +門DC3 -q0a2 =0164q0aB = y (164 D3 d 怕q0a=I由此求得C3，C4，并回代入式中有P2

38、2)aP-)-a2)P2 5 + 4a2)(1 +厂 3 +卩上dP 16D(1 + 4a2(3i)q0a2PMp=(1-216a2p2M =警(3 + A)-(1 +3卩)p)16a由平衡条件可以得到2兀PFsp中q。沢P2 =0，从而得出剪力何才(5 + *464(1 + 4)D3qoa8(1 + A)DqoaFsp = -2 在薄圆板的中心有(3 + Hqoa216(M p)隠=(M(p)您丿w在薄圆板的边界上有(2)其次分析反对称荷载引起的内力问题。将反对称荷载的表达式q = qi上用极a坐标表示为q =电PcosW，然后代入弹性曲面微分方程，得acP2r2Jc 、应 co+議+古和討

39、證+占算喘心。这一微分方程的特解可以取为01 =mP5co的形式，其中m是常数。将尬=叫代入上式，得zD，从而得特解qj P5cos192aD为了求出补充解2，根据上面特解的形式，假设% = f ( P)cos。将 = 00 2代入前式的齐次微分方程2 -(丄P2P 刖 p22 2汽 1 05、)(一 + +一一)=0 八一2 pgp P2 丹 2)，讯2 cP2cos(d2Id2 f 1 df=)( +P2 八 d2 PdP p2)_o。删去因子cos，求解这一微分方程，得Cf(p) =C1 P+C2P3 + 3 9Pin p。于是得挠度0的全解=1+2 =5卩 C0曲 +(C1 P + C

40、2 P3 + C3 + C4PIn P)co曲。192aDP由于圆板中心没有孔，其中心的挠度和内力不能无限大，必须常数C3, C4都得取为零，于是化简上式得qt P5cosW3 =+（C1P + C2p ）cosW。192aD同前，设此薄圆板具有简支边，则边界条件为（）厲=0，于是得(M d & =0。（）依=0，（空+卩（丄竺+4空）0。讯2P P P2 沪2&将0的表达式代入，求出常数Ci, C2，并回代入0的表达式，即得qia42 Pa）評曲，从而得出2p2Mp=qia(5+4)(1- 2)48aq1a2 (5 + )(1+3hP2 P 忙M W =詈(-(1 +5卩)一)一cos 48

41、3 + Pa2 aP2 P州-p)s in a acosa3 +A(1-q1a2 5+P m*ml48(尹 1(2#998対 2罗(3-2 弗)sins电算结果如图所示：1DispLAme-JTANSY5!STEFFISUB =1TIME=1EMK =.013327删 0 201519:41:26PLOT MO. 11DISPLAffitEKSTEFFISUB =1TIME=1EMK =.013327aANSYSar*、-匸X -两 0 2015 19:33:26 PLOT MO. 1厂0注丈仃C幵StfJAr J1WGQAL SmUTIdJANSY5STEFFISUB =1TIME=1 3K

42、RSYS=0EMKSMJSMK=.013327 =-.527E+0fi =.&27E+DS删 0 201519:34:16PLOT MO. 14碗呎白七亦F礙7血匹+的勿细+闻.沁卓朝细日.曲日1ELEMQQT SOLETICtJANSYSSTEFFISUB =1TIME=1 3KRSYS=0EMKSMJSMK=.013327 =-.52ge+os =.&2gE+DSZ.V 、7删 0 201519:34:37PLOT MO. 1Y 、/丫 7尽.7 yAyy.7丰ggV K+4=4-LJ-弋如一3皿$4窗E 5夕呎白吸E -3圖海+的沁+闻.沁祇朝笼皿日.gR命令流Supp ressof U

43、NDO/NOPR printing p rocess /PM ACRO! Echofollow ing comma nds to logFINISH ! Make sure we are at BEGIN level /CLEAR,NOSTART ! Clear model since no SAVE found! WESUGGESYOUREMOVE THIS LINE AND THE FOLLOWING START UP LINES/inp ut,start100,a ns,C:P rogram FilesA nsys In cv100ANSYSa pdl ,1/PREP7!*ET,1,SHELL63!*R,1,0.02,RMORE, RMORERMORE,!*!*!*/NOPR/P METH,OFF,0KEYW, PR_SET,1KEYW, PR_STRUC,1KEYW, PR_THERM,0KEYW,