ansys优化

周华丽

ansys优化

到constraint,都是用penalty function. 也就是将有constraint的函数设法简化成没有constraint的函数,而不是将每一条的constraint都分开讨论.
0 A1 w; a) n- G, ?6 v
所以本来的函数如果是
7 R% t5 N  o# Q, y4 O! i) j8 M5 C3 Ato minimize f(x)
1 b4 Q" V0 G+ c0 t7 lsubjected to g(x) <0
ANSYS会将之化成
! z; l2 H1 }+ N. p6 O5 D7 ]/ u
To minimize f(x)+w*G(x)
8 N0 h. `6 F0 [+ P% |) u  q- n# a. T
$ Q" k+ v$ G" m- Z, E+ g0 Q所以,当 (1)函数非线性度高 (2)constraint多 (3)设计变量多 时,收敛就会有问题(optimization解的多半是非线性,而且是不等式,不是等式)

另一个问题就是你提的网格变化的问题了.我可以很肯定地告诉你, 如果循环之间的网格无法保持一致,收敛会容易出现问题. Paramesh有维持网格一致的东功能,但是也不知道跟ansys的整合性如何.为了解决这个问题,有所谓的”natural shape function”方法的出现.在我的网站里

, [+ {% w( W7 b, P" W9 s) w0 e- Bwww.FEA-Optimization.com > Forum, News, Resource > Resource > Technical Paper
" V) o9 Y# ]" n1 s: A8 v
$ s- i+ S% e) L- y+ e' o4 V+ Z! N有一篇· S-Y. Chen, Nov 2002, "Integrating ANSYS with Modern Numerical Optimization Techniques - Part II : A Reverse Parametric Modeling Approach for Structural Shaping Optimization, 2002 Taiwan Area ANSYS Users Conference.
可参考一下

/ T9 z$ k- h" z1 D" Q1 [' }( ~) I还有ansys多半是取最大应力来作constraint.这也会出问题的. 即使网格可以保持一致的情况下, 只取最大应力都会有问题,何况是网格不能一致?

: K$ E& c: r$ o$ A9 F# b7 y以下贴两个ANSYS optimization的log file,是很简单的truss结构,但是ANSYS无法收敛.供大家参考…………
' r' e* l& v% j) N! O
/ S  y* b! \, vS-Y. Chen
www.FEA-Optimization.com

! ========================================================
: I! v( ^1 S. _* |/ P( ^% o; ?/ V# i7 c! Create by S-Y. Chen, 20001209 www.FEA-Optimization.com
. w$ K8 p$ b& L4 U! Data obtained from Dr. Patnaik at NASA @20041208
% V6 u6 @8 y9 G+ Z' M: z( n2 P3 T! ========================================================
! References
1 p6 Y2 H, T+ L; m& J! ----------
$ e, M7 B& U6 m2 B! S.N.Patnaik, "Comparative Evaluation of Different Optimization Algorithms
& i2 B: V0 P* z( C! \! for Structural Design Applications", International Journal for Numerical
! Methods in Engineering, V39 pp1761-1774, 1996
!
/ ~; ?: q- @4 p6 F3 o  c. d  o0 K! This is test problem P2 for NASA COMETBOARD
! ========================================================
! This model has shown that ANSYS has difficulty of convergence for certain problems
# o5 D. C% I+ M, W! ========================================================
# f. b! _7 s: \/ c. B' s; \0 D8 O( q!
$ s  P: e/ O4 z- x: f+ Y8 a: [*CREATE,P2_ANS
) |& g8 o3 ?1 q( n8 S!
/FILNAME,P2_ANS
!
! ===========================================================
! INITIALIZE DV
DV001=1.0
DV002=1.0
DV003=1.0
& N* A) ^3 M- v; m1 vDV004=1.0
. P7 ~7 S+ _1 E/ _0 G  ?2 V8 s( vDV005=1.0
DV006=1.0
  o. J) i; v0 B& A: |# BDV007=1.0
DV008=1.0
DV009=1.0
DV010=1.0
% L* l; X: M* u2 l' S6 z( @!
/PREP7
. |! ]* n* E; G: L& ~( W% `N, 1, 0.00000, 0.00000, 0.00000
4 n5 {7 Y1 ^* {5 y4 F& eN, 2, 162.50000, 0.00000, 0.00000
N, 3, 325.00000, 0.00000, 0.00000
N, 4, 325.00000, 50.00000, 0.00000
  v# ^6 E8 ~. ]2 H) q% i* _N, 5, 162.50000, 62.50000, 0.00000
N, 6, 0.00000, 75.00000, 0.00000
9 F; }" _) M+ C!
ET,1,1
ET,2,21
MP, EX,1,10000000
1 G' v8 w  x  b% {/ e, wMP,NUXY,1,0.3
& N- n9 b' c9 y4 aMP,DENS,1,2.58799e-4
. b6 h* j' T3 e: n7 ]) g6 z$ F; vMP,ALPX,1,1.0E-7
( {; [: X0 x) D  n* U* p& |!
!
- t. H# U6 U; E. j! b  A' e! xR, 1,DV001
R, 2,DV002
R, 3,DV003
R, 4,DV004
R, 5,DV005
* W  {% l: O4 e! [; RR, 6,DV006
5 ^" D8 ]  N% {/ g" c# G0 w% qR, 7,DV007
9 \) [: K6 y+ H1 u: K" R' `R, 8,DV008
  ^" X  Z8 k  N3 [R, 9,DV009
R,10,DV010
!
' R  p5 d0 M) B" E8 |* U5 g- p! ==================================
& c. i8 b7 O: f' B$ g4 L5 u! TRUSS
9 v" l6 k3 l; S8 g; iTYPE,1
MAT,1
5 e. j- S3 O* Y+ zREAL,1
EN, 1, 1, 2,
1 h) c) y4 T) W+ |2 fREAL,2
. p# t: J  `- ^EN, 2, 2, 3,
. Q. F. s4 b0 T: L# VREAL,3
EN, 3, 3, 4,
REAL,4
- j7 }' U2 B# I- [1 l2 e8 ]: b+ pEN, 4, 4, 5,
% q9 q, C" `5 X; A8 e) EREAL,5
& t. c& r5 d+ LEN, 5, 5, 6,
REAL,6
EN, 6, 2, 5,
REAL,7
EN, 7, 2, 6,
REAL,8
3 @- A( }7 @( U) |: g: XEN, 8, 1, 5,
REAL,9
EN, 9, 3, 5,
* x' y. _! \3 uREAL,10
5 s3 m% [* _% X1 L' e3 g; \EN, 10, 2, 4,
!
! ===================================
& }/ E0 v2 C* r  R3 H, k! MASS
ET,2,21
KEYOPT,2,3,4
R,102,5.0285E-4
R,103,9.0512E-4
+ m9 t9 h" x5 WR,104,5.0285E-4
6 B  f% @' _+ ~0 a, c+ F2 VR,105,9.0512E-4
TYPE,2
REAL,102
; ~" ?' ?* ?8 J, A) ]6 DEN,102,2
REAL,103
EN,103,3
7 l& d4 J1 ^  y- J0 {9 W2 PREAL,104
* p4 |0 S: t' i( q" N, W+ s5 o% SEN,104,4
; |7 m% I$ ]: Y$ `; zREAL,105
EN,105,5
2 f$ ^5 W5 z  z5 E: @; J5 T!
* d% E* E( F2 n" r9 X+ v$ l! ====================================
! TOTAL VOLUME
6 B) j5 s4 U/ J$ n' yTTLVOLU=0.0
*GET,ZTMP0001,ELEM,1,VOLU
) K6 e  K% g; C4 g2 V$ L$ K- `TTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,2,VOLU
6 M. o# O/ V0 s7 f8 y' vTTLVOLU=TTLVOLU+ZTMP0001
# H# k' Z4 u' L+ m*GET,ZTMP0001,ELEM,3,VOLU
TTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,4,VOLU
  u  _% O, g! g) a: M5 V# [TTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,5,VOLU
. O: I5 h) D) ]3 }# w, C' G) zTTLVOLU=TTLVOLU+ZTMP0001
8 ?+ F) k, P  v8 w*GET,ZTMP0001,ELEM,6,VOLU
TTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,7,VOLU
3 h) d9 r, K; K" N! U/ ?1 s4 mTTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,8,VOLU
$ f$ G$ K9 e* jTTLVOLU=TTLVOLU+ZTMP0001
( D: z  E4 `0 }) Z! @+ w*GET,ZTMP0001,ELEM,9,VOLU
2 W1 |) E6 Q! ~, K3 z$ e0 \TTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,10,VOLU
9 p, F+ k& d# G7 ]+ Y, w8 sTTLVOLU=TTLVOLU+ZTMP0001
!
!
8 V9 t( m5 M9 w/ S) T! ========================
: b- \6 F1 T$ K6 j7 G! MODAL ANALYSIS
/PREP7
ANTYPE,MODAL
0 I) n3 g- y  E$ L2 W* f, K- M+ G/SOLU
EQSLV,FRONT
. F. [. X- h  U. dLSCLEAR,ALL
) J1 W# A; n, k3 J0 \! y* a# W6 [, [" [D,1,UX,0
D,1,UY,0
D,6,UX,0
3 N8 q* k1 s" Y" Q9 sD,6,UY,0
MODOPT,SUBSP,5
& t, t0 K' C/ J2 U9 ySOLVE
( c3 \6 V/ Z( D4 a/POST1
& A2 [; f- g; q/ k$ H# iSET,1,1
& n  v4 a1 @/ q/ m2 ^) h6 ^( J: m*GET,LS03FQ01,MODE,1,FREQ
9 g! S4 ^0 o* Z' d. s0 @*GET,LS03FQ02,MODE,2,FREQ
, h9 H) U( C0 X+ c; F*GET,LS03FQ03,MODE,3,FREQ
!*GO,INE01
' M1 q  G2 M3 F$ Q, b3 F!
1 w) _( X$ N- H1 J1 q& G# M!
/ v* P8 ~0 D5 f: Q+ b* d3 X/PREP7
: n. G+ n. D& EANTYPE,STATIC
/SOLU
! }2 F/ @: u7 g3 }# R4 D  AEQSLV,FRONT
- A1 B/ C' P+ [$ |!
" Q8 H; p# }3 v: z8 E5 x! ========================
9 E8 F; |& C. V+ R4 J! Load step 1
3 l/ W- w0 B9 `3 xLSCLEAR,ALL
/INPUT,P2_T00,s01,../
0 e  {! H' O& W! B! S$ O8 b5 o3 H; Jsolve
7 ?) I% H) O; U  o. @1 O! N!
! ========================
% \: ]' f7 A7 ~7 {5 }: e/ H! Load step 2
" h6 P4 [- p7 c  KLSCLEAR,ALL
4 Q' q# w( ?0 l0 p6 y$ `0 l/INPUT,P2_T00,s02,../
SOLVE
!
!
/POST1
& W% E$ X$ m% _5 G( ?+ LSET,1
( @1 U1 `  I$ W- v) M  f8 x7 V! d  bETAB,LS1SAXL1,LS,1
*GET,LS01ES01,ELEM, 1,ETAB,LS1SAXL1
*GET,LS01ES02,ELEM, 2,ETAB,LS1SAXL1
*GET,LS01ES03,ELEM, 3,ETAB,LS1SAXL1
*GET,LS01ES04,ELEM, 4,ETAB,LS1SAXL1
*GET,LS01ES05,ELEM, 5,ETAB,LS1SAXL1
9 E' W) V; e1 F# ^*GET,LS01ES06,ELEM, 6,ETAB,LS1SAXL1
*GET,LS01ES07,ELEM, 7,ETAB,LS1SAXL1
4 U3 p: w8 f) E*GET,LS01ES08,ELEM, 8,ETAB,LS1SAXL1
*GET,LS01ES09,ELEM, 9,ETAB,LS1SAXL1
*GET,LS01ES10,ELEM,10,ETAB,LS1SAXL1
  N+ a' i% I2 k) g' S2 G8 }+ C!
*GET,LS01NU01,NODE,3,U,Y
*GET,LS01NU02,NODE,4,U,Y
!
!
SET,2
, V+ b8 }! o8 V$ Y+ q. e/ ]) FETAB,LS2SAXL1,LS,1
: \; f3 M( M& A% }5 \*GET,LS02ES01,ELEM, 1,ETAB,LS2SAXL1
+ g/ F+ N/ y# U' e9 T*GET,LS02ES02,ELEM, 2,ETAB,LS2SAXL1
*GET,LS02ES03,ELEM, 3,ETAB,LS2SAXL1
*GET,LS02ES04,ELEM, 4,ETAB,LS2SAXL1
*GET,LS02ES05,ELEM, 5,ETAB,LS2SAXL1
4 P8 k. [; L& u8 y/ e' B1 f*GET,LS02ES06,ELEM, 6,ETAB,LS2SAXL1
*GET,LS02ES07,ELEM, 7,ETAB,LS2SAXL1
0 ~4 }/ R6 j; q' u' D! Y*GET,LS02ES08,ELEM, 8,ETAB,LS2SAXL1
5 c2 |' ?8 a# z2 d*GET,LS02ES09,ELEM, 9,ETAB,LS2SAXL1
7 A' ]5 R; S4 ?) ~*GET,LS02ES10,ELEM,10,ETAB,LS2SAXL1
+ P  L( p4 f7 R8 m* ]!
*GET,LS02NU01,NODE,3,U,Y
*GET,LS02NU02,NODE,4,U,Y
; H' }0 s, h1 F9 r+ [!
1 k# `. Y+ i( ~4 ]SAVE
5 b6 `  k" \% R; Y*END
!
+ h' u2 y4 w8 G! \! ======================================================
) j& m' s0 k! ^! Y+ t*USE,P2_ANS
!
! ======================================================
! ======================================================
! OPTIMIZATION SESSION
8 R) O: ^1 z/ F/OPT
# J6 ]" a; T1 j!
9 x% R. n0 F4 k# Z: h2 r$ eOPVAR,TTLVOLU,OBJ
OPVAR,DV001,DV,0.01,10000,
7 i% T. P* d4 v- c# y0 OOPVAR,DV002,DV,0.01,10000,
4 w" }& ]; Y( Y# d  Q, @1 @9 GOPVAR,DV003,DV,0.01,10000,
4 U( ^5 o- _# d! F" z; M: A" P7 X' `. iOPVAR,DV004,DV,0.01,10000,
& x% T' s& d" W! r  SOPVAR,DV005,DV,0.01,10000,
OPVAR,DV006,DV,0.01,10000,
7 w% f5 S/ T, o3 y6 r( V. Z0 |OPVAR,DV007,DV,0.01,10000,
OPVAR,DV008,DV,0.01,10000,
5 B" D- Y$ X/ S: R% d2 ]. x3 ?OPVAR,DV009,DV,0.01,10000,
. b, T. H3 A3 N; eOPVAR,DV010,DV,0.01,10000,
!
OPVAR,LS01ES01,SV,-1.0E4,+1.0E4
$ c6 u' F0 N* b7 C6 bOPVAR,LS01ES02,SV,-1.0E4,+1.0E4
$ }! m) P) i0 g! uOPVAR,LS01ES03,SV,-1.0E4,+1.0E4
OPVAR,LS01ES04,SV,-1.0E4,+1.0E4
OPVAR,LS01ES05,SV,-1.0E4,+1.0E4
OPVAR,LS01ES06,SV,-1.0E4,+1.0E4
/ c8 {5 S  H: c# GOPVAR,LS01ES07,SV,-1.0E4,+1.0E4
OPVAR,LS01ES08,SV,-1.0E4,+1.0E4
' c3 V) [; Z. \# V' fOPVAR,LS01ES09,SV,-1.0E4,+1.0E4
+ e& Z4 }$ J# J* q, ]  V3 Q- UOPVAR,LS01ES10,SV,-1.0E4,+1.0E4
/ c/ p, D2 k' Z  @!
OPVAR,LS02ES01,SV,-1.0E4,+1.0E4
7 u  F0 E+ T+ a1 k. z, GOPVAR,LS02ES02,SV,-1.0E4,+1.0E4
3 m: m6 }1 K/ c6 x: K% ]  lOPVAR,LS02ES03,SV,-1.0E4,+1.0E4
OPVAR,LS02ES04,SV,-1.0E4,+1.0E4
* Y! w" T' K3 k0 J# tOPVAR,LS02ES05,SV,-1.0E4,+1.0E4
OPVAR,LS02ES06,SV,-1.0E4,+1.0E4
OPVAR,LS02ES07,SV,-1.0E4,+1.0E4
! i$ y5 w! ^% \$ \! k- W2 g: cOPVAR,LS02ES08,SV,-1.0E4,+1.0E4
OPVAR,LS02ES09,SV,-1.0E4,+1.0E4
OPVAR,LS02ES10,SV,-1.0E4,+1.0E4
/ y( w. G' p' H& z5 @3 i- F  U5 S!
8 B# [' J6 |3 s3 x1 y( r1 zOPVAR,LS01NU01,SV,,2.2
OPVAR,LS01NU02,SV,,2.2
OPVAR,LS02NU01,SV,,2.2
8 o) i2 c) s3 K8 zOPVAR,LS02NU02,SV,,2.2
!
7 z- M! A2 z/ y* uOPVAR,LS03FQ01,SV,26,
$ H( C8 V9 _6 @0 t- x2 }!
, j' B, T+ w8 d- `, t! ======================================================
! OPTIMIZATION LOOP
' o" c& L4 [4 N/ q) a. l; w' XOPANL,P2_ANS
6 n4 W, Y: i4 v; oOPTYPE,SUBP
0 l# Y/ x( |; \OPSUBP,100
" \. {. a# q/ b  c& N2 Q, X8 f& FOPPRNT,ON
OPEXE
: l; I  o( P- j0 c* M" N* Q!
. D0 W1 ~$ g$ ?- q: }2 K
3 c1 }$ H0 {* K  v# v! M! ========================================================
/ H' v. j: a8 @& h5 o) f! l! Create by S-Y. Chen, 20001209 www.FEA-Optimization.com
! Data obtained from Dr. Patnaik at NASA @20041208
# q  Q% v  [  z! ========================================================
* D& [& Q. O- e( D* L! References
! ----------
! S.N.Patnaik, "Comparative Evaluation of Different Optimization Algorithms
! for Structural Design Applications", International Journal for Numerical
! Methods in Engineering, V39 pp1761-1774, 1996
, w' f: C! |0 Y' F!
! This is test problem P9 for NASA COMETBOARD
9 O! L- r: D: t7 O! ========================================================
! This model has shown that ANSYS has difficulty of convergence for certain problems
& s* M0 Q  R5 t) T& e! ========================================================
2 E8 |& I6 Y/ d/ _! R8 m4 Z/ z3 {*CREATE,P9_ANS
0 y& Y( \5 V4 t!
!
. [' Q7 {, g6 c& f/FILNAME,P9_ANS
!
( A' |$ h( y6 F2 k( N' a6 MDV001=1.0
9 I2 d0 M8 @; ?- \DV002=1.0
DV003=1.0
/ j. C" |2 L# iDV004=1.0
DV005=1.0
2 I0 G0 T5 M4 e0 \+ t' iDV006=1.0
DV007=1.0
2 D8 {( v! I, v) ?7 b' H& b$ ^DV008=1.0
DV009=1.0
3 ^/ z3 r6 I4 m& T2 rDV010=1.0
. X& F) X- G' H, r!
/PREP7
$ Y0 r+ G' i+ O9 W% U5 F5 vN, 1, 0.00000, 0.00000, 0.00000
5 u3 Z3 Y' {2 L( D6 T( EN, 2, 360.00000, 0.00000, 0.00000
N, 3, 720.00000, 0.00000, 0.00000
N, 4, 720.00000, 360.00000, 0.00000
N, 5, 360.50000, 360.50000, 0.00000
* h! i/ i; l7 q! ?/ S: J* `N, 6, 0.00000, 360.00000, 0.00000
!
ET,1,1
) c( f5 b1 `& p5 ?. v6 m/ V0 mET,2,21
9 z! |+ t3 w9 _5 G9 R3 I2 pMP, EX,1,10000000
MP,NUXY,1,0.3
, b: a; o0 x5 Z7 D8 r  FMP,DENS,1,2.58799e-4
MP,ALPX,1,1.0E-7
+ X1 q* f$ }4 i7 u!
!
! A6 d- V0 l& F3 fR, 1,DV001
R, 2,DV002
! }' Z* V5 a0 C* W; }- f7 ^R, 3,DV003
  {- n" K2 {/ k% kR, 4,DV004
% g& n4 M8 \& n8 T) g$ yR, 5,DV005
4 Q/ V0 F4 z+ S, B" p: F" v8 @' m& @R, 6,DV006
R, 7,DV007
. [( k$ r5 Y$ u0 sR, 8,DV008
+ O6 i# {5 f6 E. ^  g1 R* r2 ~R, 9,DV009
. a. ^- b' {7 D" ^' X9 s# P  C9 F6 HR,10,DV010
!
* J9 f* t" D: w7 Z& C6 h, ]2 ~! ==================================
! TRUSS
TYPE,1
' ^/ J1 B4 Y) t' nMAT,1
1 t  J3 h( j3 U3 m3 H7 hREAL,1
0 m2 x0 V+ k8 L* H/ A" x+ B# kEN, 1, 1, 2,
REAL,2
EN, 2, 2, 3,
REAL,3
EN, 3, 3, 4,
REAL,4
- n6 R  g+ H6 hEN, 4, 4, 5,
REAL,5
$ q, z: k# J5 ~9 d5 YEN, 5, 5, 6,
REAL,6
EN, 6, 2, 5,
6 O$ F, S, C- i% T, _* lREAL,7
) K5 j# E& s" g% YEN, 7, 1, 5,
# g5 i8 s; g$ q4 aREAL,8
' M/ k( o6 f$ [3 j: PEN, 8, 2, 6,
# M: [% ]& w( aREAL,9
EN, 9, 2, 4,
REAL,10
) |2 d0 C4 e4 Q  yEN, 10, 3, 5,
' m; y' V& D- C. e& }0 Z- e!
0 R, L4 p1 t- S! ===================================
8 j4 Y% V, d; c* g& Q! MASS
( a; p3 i1 E+ o1 ~* [0 ~ET,2,21
KEYOPT,2,3,4
+ m5 U: u* G# a% E' r1 A% R2 YR,102,5.0285E-4
R,103,9.0512E-4
7 f  ?) E3 E9 K4 k0 n( A- e1 L: ?# ]R,104,5.0285E-4
R,105,9.0512E-4
TYPE,2
REAL,102
) |7 C" C5 g4 p3 N* U% D2 c5 MEN,102,2
REAL,103
- N  u- s" c; [% E$ H; wEN,103,3
REAL,104
EN,104,4
REAL,105
EN,105,5
!
' k1 |# e( e5 |$ X! ====================================
! TOTAL VOLUME
TTLVOLU=0.0
*GET,ZTMP0001,ELEM,1,VOLU
- }. W$ U1 N, }  X' n$ Q$ LTTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,2,VOLU
TTLVOLU=TTLVOLU+ZTMP0001
& F; y" @/ K3 i# ~/ I*GET,ZTMP0001,ELEM,3,VOLU
' o4 [1 O4 I3 _1 e1 _TTLVOLU=TTLVOLU+ZTMP0001
5 }  `* R+ }4 k' ^7 Z; d$ D*GET,ZTMP0001,ELEM,4,VOLU
/ X) N. h; s2 M2 r3 x0 }; }0 RTTLVOLU=TTLVOLU+ZTMP0001
  h' q# }# g  `% Q. j*GET,ZTMP0001,ELEM,5,VOLU
# T' c8 m6 R7 h. R1 XTTLVOLU=TTLVOLU+ZTMP0001
7 k% d! @- U: `4 v8 u: n2 v*GET,ZTMP0001,ELEM,6,VOLU
TTLVOLU=TTLVOLU+ZTMP0001
0 w' [9 y" n4 ^) V/ g2 H4 b*GET,ZTMP0001,ELEM,7,VOLU
9 z& |6 R& _& b6 ?* }0 GTTLVOLU=TTLVOLU+ZTMP0001
8 ?5 T% Z& E. L" r; ]*GET,ZTMP0001,ELEM,8,VOLU
TTLVOLU=TTLVOLU+ZTMP0001
! ^8 U) V( o4 S  H*GET,ZTMP0001,ELEM,9,VOLU
9 l% p5 O! m" T# V; o2 ^5 _( ZTTLVOLU=TTLVOLU+ZTMP0001
*GET,ZTMP0001,ELEM,10,VOLU
, Z5 O* i4 A2 y  M* o/ q4 ?TTLVOLU=TTLVOLU+ZTMP0001
+ T2 _4 l0 y8 l& |* P0 p!
!
* }, k3 g7 M; C& R! ========================
" O3 {1 p( X4 x! X* d! MODAL ANALYSIS
: N8 ]# G' _+ r5 u* R' k/PREP7
ANTYPE,MODAL
. T" T6 J5 q1 S4 P3 B/SOLU
EQSLV,FRONT
6 A4 [  p- v% K! PLSCLEAR,ALL
D,1,UX,0
" G' V( Q9 g- o9 C% hD,1,UY,0
D,6,UX,0
" h; H9 p5 K5 W5 H, BD,6,UY,0
MODOPT,SUBSP,5
0 v" W# F4 d. W& `SOLVE
) A1 g4 f0 i0 P3 M- }/POST1
$ ~) y% L8 v0 u6 h* |6 [SET,1,1
0 @. n8 O/ x+ [' c*GET,LS03FQ01,MODE,1,FREQ
9 l9 p4 G7 Q3 W8 H1 |1 m6 M*GET,LS03FQ02,MODE,2,FREQ
; I5 S9 W+ A/ @, o6 D( _, {*GET,LS03FQ03,MODE,3,FREQ
!*GO,INE01
!
9 U1 B9 q+ |# p!
/PREP7
ANTYPE,STATIC
/SOLU
0 a, D1 ?3 H. Y7 K  J8 E& GEQSLV,FRONT
!
! ========================
) ^; s8 V) X! @" e1 p3 Y) }! Load step 1
LSCLEAR,ALL
/INPUT,P9_T00,s01,../,
: T, D! _# R: A. ksolve
!
! ========================
! Load step 2
LSCLEAR,ALL
" ~& ]& `3 _% e' `. s( ?/INPUT,P9_T00,s02,../,
SOLVE
!
0 o# j' J$ O) }/ w* r7 S!
% }! L6 c) h0 z- L2 W/POST1
SET,1
) m3 \+ y( H- r% ~8 T  sETAB,LS1SAXL1,LS,1
9 c. ], T8 K8 G/ m*GET,LS01ES01,ELEM, 1,ETAB,LS1SAXL1
7 p1 F7 p6 Y+ G, l1 E*GET,LS01ES02,ELEM, 2,ETAB,LS1SAXL1
+ D2 N" `. [! u: q2 R( c( H& y3 a/ s7 T*GET,LS01ES03,ELEM, 3,ETAB,LS1SAXL1
*GET,LS01ES04,ELEM, 4,ETAB,LS1SAXL1
" d. @" n" _7 @3 ^$ R*GET,LS01ES05,ELEM, 5,ETAB,LS1SAXL1
*GET,LS01ES06,ELEM, 6,ETAB,LS1SAXL1
*GET,LS01ES07,ELEM, 7,ETAB,LS1SAXL1
5 U7 z: V  p1 m1 P! ?4 P*GET,LS01ES08,ELEM, 8,ETAB,LS1SAXL1
*GET,LS01ES09,ELEM, 9,ETAB,LS1SAXL1
8 l3 `+ m: K2 ?- C*GET,LS01ES10,ELEM,10,ETAB,LS1SAXL1
!
, f+ q2 O& ]1 n, M* S& Z*GET,LS01NU01,NODE,3,U,Y
*GET,LS01NU02,NODE,4,U,Y
!
!
0 l; Q; Y* H2 cSET,2
ETAB,LS2SAXL1,LS,1
*GET,LS02ES01,ELEM, 1,ETAB,LS2SAXL1
*GET,LS02ES02,ELEM, 2,ETAB,LS2SAXL1
*GET,LS02ES03,ELEM, 3,ETAB,LS2SAXL1
*GET,LS02ES04,ELEM, 4,ETAB,LS2SAXL1
*GET,LS02ES05,ELEM, 5,ETAB,LS2SAXL1
8 E) {" Y% C5 a; F0 H*GET,LS02ES06,ELEM, 6,ETAB,LS2SAXL1
! U0 i2 W4 d+ Q6 [3 V*GET,LS02ES07,ELEM, 7,ETAB,LS2SAXL1
*GET,LS02ES08,ELEM, 8,ETAB,LS2SAXL1
7 O' y9 d& p, P*GET,LS02ES09,ELEM, 9,ETAB,LS2SAXL1
*GET,LS02ES10,ELEM,10,ETAB,LS2SAXL1
0 @+ _+ a9 r; M0 H/ C* M!
*GET,LS02NU01,NODE,3,U,Y
*GET,LS02NU02,NODE,4,U,Y
!
3 Z" {& y8 F* x$ j: d1 pSAVE
*END
% z$ E# q; s2 n!
! ======================================================
& u6 n* E2 t3 R& z8 E*USE,P9_ANS
!
! ======================================================
! ======================================================
" u9 n* z+ J) B1 a# f7 D! OPTIMIZATION SESSION
; C& @7 K' S; p9 q" P" W/OPT
1 l. g3 N) [! S. E!
8 o& f9 S- [* M) D0 X( h. ZOPVAR,TTLVOLU,OBJ
OPVAR,DV001,DV,0.01,10000,
OPVAR,DV002,DV,0.01,10000,
OPVAR,DV003,DV,0.01,10000,
OPVAR,DV004,DV,0.01,10000,
1 W8 ]6 G- ?0 U' L0 {OPVAR,DV005,DV,0.01,10000,
OPVAR,DV006,DV,0.01,10000,
OPVAR,DV007,DV,0.01,10000,
2 N+ ?4 x; o$ ?# jOPVAR,DV008,DV,0.01,10000,
OPVAR,DV009,DV,0.01,10000,
' v3 g8 D9 E7 a6 Y( y: C; {# qOPVAR,DV010,DV,0.01,10000,
' A$ P7 _# _1 h!
OPVAR,LS01ES01,SV,-1.0E4,+1.0E4
OPVAR,LS01ES02,SV,-1.0E4,+1.0E4
OPVAR,LS01ES03,SV,-1.0E4,+1.0E4
4 r0 w" b' {  i( l, EOPVAR,LS01ES04,SV,-1.0E4,+1.0E4
3 S& N5 q; ]7 Z+ uOPVAR,LS01ES05,SV,-1.0E4,+1.0E4
OPVAR,LS01ES06,SV,-1.0E4,+1.0E4
: c( ]- q! L1 M( Y( XOPVAR,LS01ES07,SV,-1.0E4,+1.0E4
- k% a, W5 {+ \OPVAR,LS01ES08,SV,-1.0E4,+1.0E4
% `4 ~1 E7 A% _1 t8 ~OPVAR,LS01ES09,SV,-1.0E4,+1.0E4
OPVAR,LS01ES10,SV,-1.0E4,+1.0E4
  z: k. ]* u3 ?# u' C# h!
OPVAR,LS02ES01,SV,-1.0E4,+1.0E4
2 M+ Q! Y, X0 r9 YOPVAR,LS02ES02,SV,-1.0E4,+1.0E4
OPVAR,LS02ES03,SV,-1.0E4,+1.0E4
OPVAR,LS02ES04,SV,-1.0E4,+1.0E4
3 b- x$ N5 Q  z/ ], _OPVAR,LS02ES05,SV,-1.0E4,+1.0E4
. g! O, B4 O( v, ~: ~& ~" P4 mOPVAR,LS02ES06,SV,-1.0E4,+1.0E4
OPVAR,LS02ES07,SV,-1.0E4,+1.0E4
3 |) i# i& i+ ^7 {: V* X/ lOPVAR,LS02ES08,SV,-1.0E4,+1.0E4
OPVAR,LS02ES09,SV,-1.0E4,+1.0E4
OPVAR,LS02ES10,SV,-1.0E4,+1.0E4
3 N' q8 b8 S% S7 k' E' C!
( V. z' ]( ]% ^; c1 f1 j$ lOPVAR,LS01NU01,SV,,2.2
) T, p0 g/ E7 ~' g# c) B" l4 x# gOPVAR,LS01NU02,SV,,2.2
& S/ w* e0 m+ w5 U  EOPVAR,LS02NU01,SV,,2.2
OPVAR,LS02NU02,SV,,2.2
!
OPVAR,LS03FQ01,SV,26,
!
4 H7 T, H; a4 j0 Q# c! ======================================================
! OPTIMIZATION LOOP
OPANL,P9_ANS
OPTYPE,SUBP
OPSUBP,100
OPPRNT,ON
$ S( ]  a3 }5 ?  m/ }8 p3 sOPEXE
- P1 p2 U- |' Q!

13216820708

我用UG做设计，我骄傲！