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发表于 2008-8-28 10:27:01
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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""
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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,
+ h* z0 [% L1 c$ q, ~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/ c. U; x8 z5 l7 U
PRINT CONTENTS OF SUPERELEMENT ex
) @; P: ], B6 t" G$ mPRINT OPTION = 44 t+ e8 [- c- ?) J7 E
HEADER =
, m! u4 E3 D. t+ U 8 6 1 1 3
; S4 f( p& S; k" } u5 E 2 7 2 2 0% z1 ^9 h% a. W! t, F W5 R$ K9 s
1 0 0 0 1& h2 L4 x$ Y1 q9 l6 S& j/ d6 ?# L
0 0 1 6 1132
7 A% s* e4 P8 m, b 0 1042 166 103 cp
7 [/ Z( [- B* X$ r: \ 0 0
0 Q6 w7 Z; }% w1 ^ 922 928 955 960 9836 H% x# e4 { R# y. T* e
988 1018 1033 0 937& Q& A0 g) p F3 F! ?
946 111005333 0 0 0- u6 a8 L. p( N- l- J- ?
0 0
+ }3 ^; o# l, y0 _ 419 0 0 0 0
0 h6 q _5 m" K5 @/ q" h 0 0 0 0
+ F( P9 n ] {+ tHEADER SUMMARY:/ w5 X5 [* c, R4 P) [
NUMBER OF ROWS = 6
" _0 h* N* {8 L6 J, S5 O; rNUMBER OF MATRICES = 1
4 q: z0 d Q/ q2 FNUMBER OF EDGE PLOT LINES = 1
# {9 j% N8 V1 f/ t/ B2 {! rNUMBER OF DEGREES OF FREEDOM PER NODE = 3$ C9 z" s+ r# u i" p0 |
NUMBER OF DEGREE OF FREEDOM INDICES = 2- v. I% ?' E+ X
NUMBER OF NODES = 2
8 _) ^' Z1 j$ O s6 G% C) bNUMBER OF LOAD VECTORS = 1
$ i9 i" h! f h- c' y; P# p lNUMBER OF TRANSFORMATIONS = 0
: }! A* k0 z; kBASE FILE NAME= ex 9 o4 p6 ]$ }9 S1 t( Q' z
MAXIMUM STIFFNESS= 0.53330E+11
2 |, g* p" `1 w+ D2 WDEGREES OF FREEDOM PER NODE =
& O2 f# ]" q# r' } 1 2 6
; d0 o K4 v" M8 S, B" w$ sDEGREES OF FREEDOM PER NODE LABELS =
& a8 T; V5 R. I# r) Y& H4 ~6 qUX UY ROTZ
: o1 E9 n8 [; d- @0 v0 T! D6 ?DEGREES OF FREEDOM AS GENERATED =/ O2 m) \, }8 L: W& @& N
1 2 3 4 5 6
4 e' B$ a% s3 CREORDERED DOF POSITIONS =
9 [7 h" _; ]% H6 { _% V; r1 Q/ q7 X 1 2 3 4 5 6
6 u# b' C$ A( N' D5 S& r$ l; x! O. a$ jORIGINAL DOF ORDER =
" y3 [# z8 m4 X3 n: J" L; Q+ n 1 2 3 4 5 68 X: V! Q; r0 V9 t
DEGREE OF FREEDOM INDICES =/ f* B6 A* M: N2 i" q
1 2! `! p a: k3 D/ X
TITLE = : N- G7 R8 A$ Y; ~
NODES =: D/ e6 h; B; C. l
1 2
4 }; q5 o$ F* p' D" D% } NODE X Y Z THXY THYZ THXZ
# X" A0 \! k/ {& G 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
8 W- _; l0 c8 y: {: O 2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 ' U% j( D t" z5 i: q f
EDGE PLOT DATA = 3 R% c! T; t" H- o% c- w
EDGE X1 Y1 Z1 X2 Y2 Z2+ Z; p9 r* }( n
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
* S( p0 \8 Q6 h% v3 mGLOBAL DOF SET =, F# y- o) o9 \- F" B& o
1 2 6 33 34 38
( m, \8 M( y( E3 {+ ^% r. N0 `GLOBAL DOF SET NODES, LABELS =( W; r; p" S! T% `1 n; K
1 UX 1 UY 1 ROTZ 2 UX 2 UY 1 ]: O- G1 X, `; `; X6 |% g
2 ROTZ+ ~- S2 h7 @1 N& r* V% H: g
ROW 1 MATRIX 1* z2 R: W" {/ C h
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
6 A& |0 k" ~# I/ v4 }! `" ^% M( ^ 0.0000000 Z6 E7 v* _. f0 c& n
ROW 2 MATRIX 1
7 n" l' A& T8 t F 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 " V. |/ E1 K7 g' C! ]4 e% B, e
0.26666667E+09! k; L+ e0 k& ?0 k
ROW 3 MATRIX 1; h' S2 P" y) }0 n2 A8 E, y
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09
: z' M r& T9 t: a- q 0.26666667E+11
# d! @5 g3 t! Z$ Z1 oROW 4 MATRIX 1
; ^' N3 f$ c& `( D } } -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 * m9 @) g, C+ n+ \
0.0000000 - x. Y' {+ A0 l
ROW 5 MATRIX 1) E5 Y; F3 ^: M' k, Z* b
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8
; T1 N( J$ Y. p3 G6 c$ l -0.26666667E+09( f3 `1 Y2 ?& j4 ] r; A2 B+ T( z
ROW 6 MATRIX 1
9 w/ y# W0 \8 E, y 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
# q3 F( z) R7 Z' {+ N9 e 0.53333333E+11
5 j# r; k. `$ e; p* R, YLOAD VECTOR 1; ^+ _) R" |9 w7 _4 k# B' y
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
6 N) @1 C3 C2 F0 q 0.0000000
' M) |8 K. o) d; ^4 n/ D* w' j7 ^3 J/ r0 M9 x' U4 E
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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