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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""
$ n- C# ]5 |$ P- m8 G5 j+ b$ ]8 W0 l4 y$ ?
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,
. l. Z. W% U5 _4 S. ~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
9 s% _( h; G" yPRINT CONTENTS OF SUPERELEMENT ex
* v8 `7 ~1 \7 @. n; G# w7 UPRINT OPTION = 4
5 K% T% p5 P; _/ M/ xHEADER =+ U, ~# t3 R4 r) C5 R& w# d- f
8 6 1 1 3$ \+ `9 [" c$ X/ L1 E6 }. C
2 7 2 2 0
5 F% n# z4 |9 T' b m8 j" ?8 w9 U 1 0 0 0 1% l3 y2 ]1 b# o' z8 C
0 0 1 6 1132" H& F8 a6 c5 G
0 1042 166 103 cp
5 B( R4 ]5 p+ A& V% ] 0 0 . G; l' j- w: T7 v) o" E( Z- R8 u
922 928 955 960 983" T% A% d$ z- D. q' V
988 1018 1033 0 937
8 _0 }0 s8 r3 Z; p; X: Q 946 111005333 0 0 0
5 b3 |+ G! v! V$ ~- X. Q 0 0
9 L3 y; Q" b3 g0 @( w+ f5 D 419 0 0 0 0) ]2 V/ D% R6 N, N: Z
0 0 0 0
, V' Q3 B0 M1 p% j" d# N4 g1 r+ ]HEADER SUMMARY:
& I0 J: R8 `! h }- y: ]NUMBER OF ROWS = 6
) I; d/ q9 g) i4 C, T! e, lNUMBER OF MATRICES = 1
* v; O2 B0 @* f; n* hNUMBER OF EDGE PLOT LINES = 1% I8 \; @9 L E+ t3 H1 Y
NUMBER OF DEGREES OF FREEDOM PER NODE = 3
$ o( b( Z+ w7 Q$ k0 M7 V0 i- H" SNUMBER OF DEGREE OF FREEDOM INDICES = 2
2 M' ^2 k& Q2 X5 x bNUMBER OF NODES = 2$ |7 y5 o- t. ?1 c2 q% x/ J
NUMBER OF LOAD VECTORS = 1% B" E# d) T9 m- t
NUMBER OF TRANSFORMATIONS = 0* D4 W0 ?6 l5 m
BASE FILE NAME= ex . v* W% N, j4 ]( `6 ] a% F
MAXIMUM STIFFNESS= 0.53330E+11& a. o, K* n. k/ w
DEGREES OF FREEDOM PER NODE =
: r" d l Z6 ~* [0 r; c 1 2 6& z% a# p) Q, c) z# ]- j2 W
DEGREES OF FREEDOM PER NODE LABELS =
- `* t9 H# R @UX UY ROTZ
% a4 N5 ? f2 j; l( h- Q" eDEGREES OF FREEDOM AS GENERATED =
% c& [& {* A( E& j& c/ Q9 V- [ 1 2 3 4 5 6
8 E2 `2 l8 f- m/ k" S I1 F% } QREORDERED DOF POSITIONS =8 g6 E$ p! Y# ?, K/ e
1 2 3 4 5 66 E8 X i% a2 }2 M5 c
ORIGINAL DOF ORDER =
) k, H' j" J$ C. I 1 2 3 4 5 6
# Z$ I- R$ }5 @DEGREE OF FREEDOM INDICES =2 r% ]! t3 \7 x$ _0 l: ~
1 2! m6 G" T6 Z+ O; H" A" R
TITLE =
8 R8 c2 n2 {4 _* \0 `' w( r8 ZNODES =7 m/ _) _ g, r0 L
1 2
* k# S- _- \9 Q. [# u) f NODE X Y Z THXY THYZ THXZ3 J. T1 t# M' {) D
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 w" a4 L) d& M9 E1 H( P' f7 c
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 ' q4 m7 ?! e5 D8 z; F0 _4 i- W
EDGE PLOT DATA =
, U( n9 B" W1 u. k ^0 B" V! u& H EDGE X1 Y1 Z1 X2 Y2 Z2
, V$ `/ d% n1 E+ y2 Y, d2 q 1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
3 O' K% H9 f: l: @" jGLOBAL DOF SET =( e+ Q, ~4 q4 ~ e
1 2 6 33 34 38
* i0 \+ y( Y2 A4 e8 o, ?' OGLOBAL DOF SET NODES, LABELS =
# ?1 m2 k2 d3 h+ h4 l; C2 T 1 UX 1 UY 1 ROTZ 2 UX 2 UY
% R; F7 R* m- Z7 G. o2 H 2 ROTZ
/ ?9 z4 o4 A9 b* c7 O( O4 y% UROW 1 MATRIX 1
$ Y% b6 v& `' z/ A( L& c' d# M 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
- d9 Q' n; F5 V' {6 h. a- L0 c# [9 { 0.0000000 4 E9 A- c! m$ N5 }
ROW 2 MATRIX 1
( @5 r6 F1 y. n. Z% G9 e 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
- p3 `+ k) |' W! [ T7 e 0.26666667E+09% q( [; P! s# k A/ b: [* |
ROW 3 MATRIX 1
- y+ x+ ~- g4 U- \6 ]2 i 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09' @& T) b$ D" j6 e) v: g
0.26666667E+11' {+ |" |1 `3 w4 F/ U" @
ROW 4 MATRIX 1! J( X( s1 ^) @
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 3 `* T2 i+ ?1 Q; p
0.0000000 3 R9 ~7 B, _: X, d' C8 {8 i/ b
ROW 5 MATRIX 1
8 W: Y6 R$ V6 k9 l; F8 ^* T3 i 0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8
8 z1 _- _4 o! D$ D -0.26666667E+09/ `. }6 T8 L% C) v* W: v! l: p& d, `
ROW 6 MATRIX 1' s3 {. \+ |9 S- ~0 }$ Y q
0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09; C: d6 D* n, i: ]# }1 d4 P
0.53333333E+11
# ^! N2 W1 c0 Q, T/ u- R1 _) h# [LOAD VECTOR 1
; q8 _4 @, L0 E$ |' \( I 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 , A- R, ^3 K- [6 ~/ K! g
0.0000000
+ R ]" U% g6 y1 z8 w
2 F% W& c+ q& H U[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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