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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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* `: ] ]# V, c0 B3 M8 c, o( f9 ~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,) X3 M. H/ h! r: i! h
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
4 @" x3 h3 _0 e0 qPRINT CONTENTS OF SUPERELEMENT ex
Z W7 F: ?( {$ h7 cPRINT OPTION = 44 h: j( e3 L. Q/ E2 S, G/ N [" f
HEADER =
$ L" B, `8 i- `/ R' u 8 6 1 1 32 ]) f7 A5 o I3 {
2 7 2 2 0( T1 @9 W, n0 q U
1 0 0 0 1
' ~- {0 |' X! L 0 0 1 6 11323 O( u) [2 P* O- v1 D$ f$ q; O
0 1042 166 103 cp + p0 ~0 E4 c$ ~; z2 S- n
0 0
' \! u, l; ^; g 922 928 955 960 983$ t, A( ~9 Y3 x! z' D. e
988 1018 1033 0 937" Z+ s: B& y' C& s% a! F
946 111005333 0 0 0
% I8 G6 B! W( I& L% \ 0 0' ?; G+ k6 y8 J4 a! {% {# v+ |2 A/ T7 q
419 0 0 0 05 t* |2 Q; f4 k4 j! D* t9 b
0 0 0 08 v$ v2 p6 [( b$ D
HEADER SUMMARY:
! c' p" a5 d- b% INUMBER OF ROWS = 6
( P6 }4 d% b }) L1 WNUMBER OF MATRICES = 1
# \2 T4 |8 ]& I6 v4 [# ]& |4 vNUMBER OF EDGE PLOT LINES = 1
% ~: b" t3 p8 |- Q3 JNUMBER OF DEGREES OF FREEDOM PER NODE = 3- M ~' ^; L0 R! R% l8 B
NUMBER OF DEGREE OF FREEDOM INDICES = 2& B& ^, Z# l/ I- }( G* ~
NUMBER OF NODES = 2# x* i# y" E `- V
NUMBER OF LOAD VECTORS = 1; I* K0 y, p5 ^ I, S
NUMBER OF TRANSFORMATIONS = 0" z. k/ R9 B. W/ T
BASE FILE NAME= ex
F' A$ W+ m0 Z$ iMAXIMUM STIFFNESS= 0.53330E+11
6 b. y% L, S* V" S5 {8 |DEGREES OF FREEDOM PER NODE =. r2 M" ]" Y5 U `' H" p
1 2 6
- ~5 B+ N8 b' n: FDEGREES OF FREEDOM PER NODE LABELS =, c- M; ~8 a+ V" [/ Y1 @
UX UY ROTZ; w: J) g3 q4 [
DEGREES OF FREEDOM AS GENERATED =) j' ]" r6 ?/ O+ p1 ^2 a E
1 2 3 4 5 6
, c, @* j8 d; S- z$ s% EREORDERED DOF POSITIONS =
8 ^9 s% Y7 {. w4 ~5 A0 O y' E: g 1 2 3 4 5 6
l, L8 X, x: E% Y& A' r! ?ORIGINAL DOF ORDER =
/ u6 C' R7 D B6 @- Q' U4 j' N 1 2 3 4 5 6" \: [; I$ |4 D/ @( M
DEGREE OF FREEDOM INDICES =7 W0 j: {. m1 {: u! c, }" {
1 2
/ c1 K2 A: B3 r) o0 ATITLE =
" c7 U" x4 M- z- D; u- ]NODES =
6 ~ F: m" n. I$ e8 v6 D1 ] 1 2
3 T+ Q: D5 t' L: j$ C9 s D NODE X Y Z THXY THYZ THXZ
! S* D+ S% _3 z5 G; o# D* l, F' ?4 ~ 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ' D" t$ D# Y4 x/ H
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 & K- C$ q' A# ]) v: L% X
EDGE PLOT DATA = ; V: y# @: n- c6 |
EDGE X1 Y1 Z1 X2 Y2 Z2- q+ ~0 f1 `4 q) e
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
: I' d3 u Z2 }- M2 Z7 m' NGLOBAL DOF SET =
o8 a' u( X' k6 E1 _ 1 2 6 33 34 38
5 V2 _" Q! ^, g" d0 `" _GLOBAL DOF SET NODES, LABELS =3 A% e1 v) T* _( y% k: d# c
1 UX 1 UY 1 ROTZ 2 UX 2 UY . O p: x/ d( H# N
2 ROTZ
8 n% C" Q% k: Q' pROW 1 MATRIX 1
$ C: c5 o3 g# P( h- Z/ k5 U* O 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 2 C5 }0 X7 \. j4 Q& H0 j c0 L
0.0000000 $ w+ D* r/ q; ?/ l, w4 X( H3 W6 ~, n! b
ROW 2 MATRIX 1
& ~8 q0 E6 c6 y- e* l 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
; Q5 T: h+ i4 P6 {- u 0.26666667E+09) b0 [6 H$ J) o; g) R, D
ROW 3 MATRIX 1
# m. u7 {$ c1 S7 H 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09: b# R) Z- r' d/ K2 e
0.26666667E+113 E2 Y7 G' }6 d, S* O1 i: y
ROW 4 MATRIX 1
( l2 O9 s6 x' i& N -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 ( G, t! A! q0 |: I" L$ C
0.0000000 - C; {: X5 j( j( k7 V
ROW 5 MATRIX 1& S' ]; c7 r- v2 v. Y( P7 L
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 / q/ G6 t9 ]0 x+ c4 w! E
-0.26666667E+095 j: M4 K4 P, _, k0 J" d
ROW 6 MATRIX 1
: p0 {' y5 ~5 m/ G- i1 x! [ 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
4 n x m; Q4 _ 0.53333333E+11
& {2 r3 A- z' |& f. T- R* V) B7 K6 JLOAD VECTOR 17 t9 s" B" `5 w+ e
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 ) I5 {, H# z' |2 ^9 P3 V- k
0.0000000( B1 O) y0 f5 Z* T# @7 p
8 n% ]- C3 {" I* a
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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