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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"") _( O6 m% X' f1 m9 u6 t0 k
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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,/ h5 v! H) k& \: j" F" {! |
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 t3 c# @. `7 }5 W
PRINT CONTENTS OF SUPERELEMENT ex
3 z$ ^3 t! k# d+ f% cPRINT OPTION = 4
; S- S) |4 m# g4 m6 e( A* @HEADER =
$ D9 X0 X% K' \, |! S 8 6 1 1 3: C- o; n+ J8 s. y/ F. A; `
2 7 2 2 0, X, M$ r+ @, `% Z% L( I1 i
1 0 0 0 1
5 j0 F; |) @+ s, M. ~2 {; ]) z 0 0 1 6 1132
; y/ g* n) r: G' Y8 T$ x9 @ 0 1042 166 103 cp # r4 H5 @3 B; V6 V# Q# [
0 0
+ @6 B2 ?7 J# T( c) h 922 928 955 960 983, I' P9 y8 P$ C6 S5 R( U- ?0 W" }+ A
988 1018 1033 0 937
5 N6 r; _( z5 V; U; O& t 946 111005333 0 0 0$ f% q8 R! w( y
0 0
- e; @& y+ b0 @3 r- F: v+ A 419 0 0 0 0
3 Z/ a; j- q/ ?" u 0 0 0 0% M% G% V9 g( Z2 W, X5 R6 F
HEADER SUMMARY:' ]7 a3 B# I! t5 Y" G2 {
NUMBER OF ROWS = 68 N. Z" T- B% \' L+ H9 J
NUMBER OF MATRICES = 1
5 z# L2 m# h( s! RNUMBER OF EDGE PLOT LINES = 1
! y$ S. h! \0 I6 c1 R& k- n( sNUMBER OF DEGREES OF FREEDOM PER NODE = 3
6 v- W4 r1 {; R! _% I8 TNUMBER OF DEGREE OF FREEDOM INDICES = 2 L/ v, _3 g6 r% n- ?8 Q/ W) L
NUMBER OF NODES = 2
% l! N0 U6 B0 j9 v3 JNUMBER OF LOAD VECTORS = 12 g4 \$ [( i6 V! l/ }7 m. r6 F
NUMBER OF TRANSFORMATIONS = 0
f5 B7 j! W$ hBASE FILE NAME= ex
/ p' W- p9 q* K; lMAXIMUM STIFFNESS= 0.53330E+11) ]0 V% V! y# M, s( o8 K4 g: w) M
DEGREES OF FREEDOM PER NODE =7 e, }5 S. a3 {: T: X
1 2 6
$ P+ k' M+ _1 Q5 q( l2 J iDEGREES OF FREEDOM PER NODE LABELS =
, q- q- T3 {# d8 x( f! yUX UY ROTZ
& R# W. m) A5 GDEGREES OF FREEDOM AS GENERATED =
. W3 j8 Z/ K, ]0 l' t7 A" H } 1 2 3 4 5 6
( z) E% u m8 o. a; P( nREORDERED DOF POSITIONS =
2 E4 ^) V) ]9 }4 _ 1 2 3 4 5 6
2 X% {: t- c+ e* q8 Q7 v- iORIGINAL DOF ORDER =
% \- t. r8 m R 1 2 3 4 5 6
0 |" v4 e* y$ N5 [( c( E; K3 U3 b0 ]DEGREE OF FREEDOM INDICES =
5 p; c' v2 d* U5 w 1 2
8 Q: g; {% U! m; H! g* ?3 y! E3 ^/ ?TITLE =
% x2 x. t) z; z% v) ENODES =$ J* L" L, u! W
1 2! ?7 G, ^, M: z7 b/ x
NODE X Y Z THXY THYZ THXZ& @5 P3 k7 R5 p4 W' i* e
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
_! c: _3 N2 g 2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 - d7 t; Z' Z, o6 l( f, }$ D+ E
EDGE PLOT DATA = - V- p5 s1 U5 u' }
EDGE X1 Y1 Z1 X2 Y2 Z2" U( w6 J5 x \$ j, w. ?4 C" z
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
" j9 f2 `# e1 [6 pGLOBAL DOF SET =( K a P* i! y1 D1 W" H
1 2 6 33 34 38 V3 S( G; e( z" R
GLOBAL DOF SET NODES, LABELS =
% \2 c: U! K# I+ M6 n; O3 U 1 UX 1 UY 1 ROTZ 2 UX 2 UY
' q. O9 v2 G& B* E 2 ROTZ, o, ~% p* o4 s7 b+ C& o, B
ROW 1 MATRIX 1
X |) d* W, D. y* Y& O 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 2 D' I ]7 P+ Y: K$ j
0.0000000
) O1 s" Q. Y* x5 c- {ROW 2 MATRIX 11 B7 v2 b1 `+ d! o: V, e# G
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 : L) }, v5 d9 J2 F7 V
0.26666667E+09
6 u l: d i0 N. {. d7 Y$ {ROW 3 MATRIX 1" w% }& ]) N8 m2 k4 ]( C7 Q
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09% B9 l1 j) k$ X1 J( X6 A
0.26666667E+11
2 O$ Q+ e3 w8 j5 BROW 4 MATRIX 1
1 J! V! ~. Q3 K3 ~. d- ] -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 ! c% `- S/ X7 b
0.0000000 ! t2 m" ^! g* q' Y& @+ e
ROW 5 MATRIX 1+ C; `) K5 K+ s/ ]3 B+ k" k' P
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 ' J$ W5 F& }: w4 U* }5 u
-0.26666667E+095 x( q# X2 h B* A
ROW 6 MATRIX 16 m: x' q' s6 B
0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09" E: Z7 [+ S/ ]) f
0.53333333E+11
f! m. J Y% ]3 _LOAD VECTOR 1
- r- k/ v; t- P, l6 D 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 " r. H' x' k7 \, Q$ x$ p( f" c1 Q! [
0.0000000
9 Q0 y* Z9 g* p+ G! n- h" q5 O8 P2 \
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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