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发表于 2008-8-28 10:27:01
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来自： 中国江西赣州
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""用ＡＮＳＹＳ导入刚度矩阵过不了，试了一天了都没用，用romax12.5可以通过，12.3不行""5 R: |) f( @6 }' w% F& B' ]
$ i# O- b. i7 E* M% O; H能给个ANSYS导入的刚度矩阵的文件么,发下导入矩阵的格式也行啊,% w+ m/ |0 }. a b" q. I: ^
以下是我用ANSYS提取的刚度矩阵以及自带的SUMMARY,不知道是不是直接导入还是要处理成另外的格式,麻烦给指点一下,先谢过了
; f7 B4 K$ S ^, Z5 ?8 qPRINT CONTENTS OF SUPERELEMENT ex
! C( W! Y' J4 r3 o7 uPRINT OPTION = 40 y; ^( e9 d4 r R' {( k
HEADER =
1 a9 @5 k6 g% K/ F 8 6 1 1 3
( Q2 i w% U% U/ G" t. O/ t- H; Q+ ? 2 7 2 2 0
. o- a% T" A0 _& Q6 [0 F8 C4 H 1 0 0 0 1# m+ y" F# a2 \9 k4 B% v
0 0 1 6 1132
0 O% i" }! f+ ` h% D- { 0 1042 166 103 cp 1 P5 c& k2 \6 v# I
0 0
* m7 s! O" \$ \4 Z 922 928 955 960 983) y- ~# d2 t& E
988 1018 1033 0 937
% V& a) B2 u" K( ~; Y/ N# u9 E. G 946 111005333 0 0 0
& D/ b0 F& U* h 0 06 k- G) U+ A9 n' ^% d
419 0 0 0 0. }) o" O: `( l1 l
0 0 0 0
. A: z2 j6 b" v) ?HEADER SUMMARY:# f# v: G: c; O+ R4 ]/ s
NUMBER OF ROWS = 6% u r! B8 I3 I" _& i
NUMBER OF MATRICES = 1
1 o z% d, ~( h+ hNUMBER OF EDGE PLOT LINES = 1
6 X9 c2 b9 y) ` A; v9 z2 c+ O& {NUMBER OF DEGREES OF FREEDOM PER NODE = 3- W" d/ P- L& A
NUMBER OF DEGREE OF FREEDOM INDICES = 2# G2 w+ U( ^. J6 x' s4 w, r5 e
NUMBER OF NODES = 2
$ I! J/ c- x7 {( wNUMBER OF LOAD VECTORS = 1( `3 K9 _# |3 J% t7 m. S3 B
NUMBER OF TRANSFORMATIONS = 0
# y9 X8 s1 a% b6 t" ]BASE FILE NAME= ex 2 ]- D7 J: ?9 V+ T% T
MAXIMUM STIFFNESS= 0.53330E+11# d2 o9 s; _: Y: o
DEGREES OF FREEDOM PER NODE =4 E F# L: O- v& [. a, P
1 2 6
' z# v) K8 F/ j. I" \DEGREES OF FREEDOM PER NODE LABELS =0 V9 U& ], o- v9 ?
UX UY ROTZ
, F5 K( D$ V6 R6 O+ T! m* Y6 [* YDEGREES OF FREEDOM AS GENERATED =+ {! J: v8 i4 L. m( {- l3 M
1 2 3 4 5 6
, l, ]+ S6 i8 s( h5 pREORDERED DOF POSITIONS =9 ]# Q% g8 t* ]0 {3 M0 u# Y2 ]
1 2 3 4 5 6# Q. l8 M( A/ L' ?" s" y* c2 Z
ORIGINAL DOF ORDER =
D/ l( G% O3 |+ |/ u 1 2 3 4 5 6
T: i% G7 M- k7 C- S6 G1 k' wDEGREE OF FREEDOM INDICES =/ C$ }7 R6 ^1 g/ O* V* U
1 2
, Z4 F6 \+ n& m0 V0 UTITLE =
% j* h: e4 ^# W0 V% V8 q% S/ w& eNODES =
* J0 w" ^/ B# ^ 1 2
. ?# N& f( `) k# H y6 i! ~ NODE X Y Z THXY THYZ THXZ7 q6 ]' g6 s) ^7 [( ~+ ~, s1 ?
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0 M1 C1 b4 Z( O s) T5 V1 x$ Z' {
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000
3 G% D1 O+ W7 ]7 p* c: dEDGE PLOT DATA =
$ r2 I. F9 G# O EDGE X1 Y1 Z1 X2 Y2 Z23 B8 c$ ]! o4 o* n( x! C
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
" _6 L _+ a @) W: y. pGLOBAL DOF SET =! o& {( D" n9 ] [4 q2 P: X! X
1 2 6 33 34 386 g( B4 A9 t0 @) K
GLOBAL DOF SET NODES, LABELS =
% f: f9 j. @" I! S& R' N 1 UX 1 UY 1 ROTZ 2 UX 2 UY
( B7 I+ S& M" c6 v e3 @$ e) C 2 ROTZ' |) v, b2 o" o% o {" ?% h
ROW 1 MATRIX 13 w9 w6 @' G1 L: E) t/ l- J
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 ) X4 B# e5 T6 D
0.0000000 6 U- |& K+ ^) c7 j) u: I% y# z
ROW 2 MATRIX 1
9 O6 s- u, \8 E- u: Z$ F$ ^6 T9 o 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 ; r, R/ n3 U* q1 H3 x6 H! Y3 l- v
0.26666667E+090 }3 i y3 W7 u
ROW 3 MATRIX 1
! |: y* j* K$ d/ ^1 G 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09/ v( r: z8 f$ C
0.26666667E+11
( l+ ~% i3 v! L$ ^8 @7 kROW 4 MATRIX 13 z" Y- ^+ @0 D* i8 }5 R0 ~; }
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 # E! X3 x* `) f& {9 v) h
0.0000000 $ y9 F& D1 x! `1 K$ I% w4 }+ Y4 R
ROW 5 MATRIX 1( }. [( M0 i% z! R) J; R. |8 o
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 0 j' k- X/ T# X q
-0.26666667E+09
) S. [ v. f- R5 AROW 6 MATRIX 1% g" B& U, q8 S6 Z/ a0 z. n! |+ h
0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
# {. F; c3 ^" i3 N 0.53333333E+11# c% R( i8 Y2 d* `" a; ~$ A
LOAD VECTOR 1
$ |+ K, e* g+ B" R2 k 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 ' T+ O6 ~$ E- t/ B
0.0000000. h+ a$ J+ g6 P( z: I/ \
- O' J$ G& s! ~ b. N/ X[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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