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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""0 Z4 }& Y& n2 @" _) 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,# S; {3 \9 i8 {2 d* s [. _8 P; G/ U
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) r& n% d) k4 P% A8 G N8 Z8 q7 V
PRINT CONTENTS OF SUPERELEMENT ex
0 e1 E# g% L, Y7 i9 ~PRINT OPTION = 4
7 ^& ^' a- x0 Q6 gHEADER =
; c8 Q: x8 A: A! e- q" Y- z 8 6 1 1 3" r2 N1 C) v4 N' T
2 7 2 2 0/ w0 \0 d t* e& Y! ~9 |( q+ \. L; r
1 0 0 0 1
y8 P' c( [, ~2 J; s5 O; _ 0 0 1 6 1132
) u/ R; y0 R& n% S 0 1042 166 103 cp & P; F3 w; O0 y7 K. y( o, N
0 0 9 p6 ], U/ |5 m& {3 j/ o& e6 K# A
922 928 955 960 983
0 R, v, j% R6 |( J; x 988 1018 1033 0 937
+ c6 G1 k9 M7 Z4 h$ q9 D& h# E4 X 946 111005333 0 0 0
/ Q9 Z6 R; G3 m$ |- n 0 03 n9 {. b* F7 [- F7 n( h$ V. {
419 0 0 0 02 L% \* r# s9 S# t. C2 v; S: I2 ^
0 0 0 0
& a( x6 P6 @" o. X' x! Q8 yHEADER SUMMARY:, P' Q/ p$ H$ Y( B2 N6 _% _
NUMBER OF ROWS = 6+ V, {# Z( l4 v5 H, }, X: O
NUMBER OF MATRICES = 1) v" W/ p# K; }/ [
NUMBER OF EDGE PLOT LINES = 1' j4 O1 Y+ k4 x
NUMBER OF DEGREES OF FREEDOM PER NODE = 3
5 W6 E' S4 T7 A3 jNUMBER OF DEGREE OF FREEDOM INDICES = 2
; n# r7 c( U: R7 F. i7 D; A! y' INUMBER OF NODES = 2" u* g8 h+ l! y9 t: a2 J
NUMBER OF LOAD VECTORS = 1
# C- D* F. i8 B; R |8 F- B+ c tNUMBER OF TRANSFORMATIONS = 0
8 j% A. A* r$ A$ [0 yBASE FILE NAME= ex
; m1 U5 L6 ? i+ S* ]: RMAXIMUM STIFFNESS= 0.53330E+11
1 X2 K, z3 W+ G) kDEGREES OF FREEDOM PER NODE =! C, m* j5 V3 H* C9 L( N
1 2 68 p* X: v; ], O C
DEGREES OF FREEDOM PER NODE LABELS =
: ?- }8 [! r. S6 aUX UY ROTZ
8 S% F" z: m6 d7 k' ADEGREES OF FREEDOM AS GENERATED =, Z9 R# {' Y/ x
1 2 3 4 5 6
0 m3 L: U4 {( e& E; N! QREORDERED DOF POSITIONS =
+ H3 Y3 l5 Y* ^: g# k3 ]# ` 1 2 3 4 5 6
3 O* [* W6 g' w cORIGINAL DOF ORDER =, q. J+ E S% G; A# l+ G
1 2 3 4 5 61 X- r/ c, @5 f% n/ {" N
DEGREE OF FREEDOM INDICES =
`7 z) w% `3 a% B 1 2: i5 p4 p! j2 G ?
TITLE = ! a8 j8 [9 U2 e- x4 `
NODES =, _0 W o8 f) X0 C! w5 Y
1 2
+ m8 V6 U, C/ Q3 w! @- J$ a3 e NODE X Y Z THXY THYZ THXZ4 Y' Z/ K" w- z; G
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ( \0 Z$ ^2 q1 ]7 M7 N
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000
+ ?( }; } H6 L* a3 w' \. tEDGE PLOT DATA =
M! u2 N; I6 K4 V: ` EDGE X1 Y1 Z1 X2 Y2 Z2+ C/ ^9 ]8 D5 H9 m6 K
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000 * Q) {) |# z1 }& S* u+ C
GLOBAL DOF SET =
# x3 o$ {8 s- h 1 2 6 33 34 384 N5 l0 ~, e& Z( r
GLOBAL DOF SET NODES, LABELS =2 R* o7 ]$ }; ]! y5 z, l
1 UX 1 UY 1 ROTZ 2 UX 2 UY
8 C9 Q% ~6 d) z 2 ROTZ' X+ l. w n' m6 g; P' |
ROW 1 MATRIX 15 z i5 v Q" m) b! R1 Z* y. b
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 8 ~+ m3 p/ F7 p# P* {1 B0 C6 x
0.0000000 9 l9 h# A8 I9 K2 l
ROW 2 MATRIX 1
1 ~1 g2 F, C/ m 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
0 i" ]3 F9 i2 {% Y) E 0.26666667E+09' }) n I) {3 t5 F2 T' f8 j4 w
ROW 3 MATRIX 1# j/ k4 N# H& o& d: y
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09
5 U% U2 C) k& k4 E 0.26666667E+114 U4 n/ ~5 Z* Z# U
ROW 4 MATRIX 16 P; h* y0 ~6 a6 l$ g5 K, y
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000
( f5 t) d+ `$ n7 Q/ E 0.0000000
; z8 ?+ Z& c+ V2 xROW 5 MATRIX 1( r" w8 d- o/ U7 |4 B n" ]
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8
0 P+ S7 X6 O, N. t+ B( G1 s; o. V -0.26666667E+092 a, {+ `: r- w# d/ _( Q
ROW 6 MATRIX 1
+ X, c) h( h" R 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
( g: y( T! I8 v6 O& A c; E 0.53333333E+11$ `7 A q, d/ h2 |5 o
LOAD VECTOR 1
9 ^+ `+ @/ M# z# y 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 : H; ]* x2 @- O
0.0000000! s% v; z$ A- q
% `. U1 E9 P9 h# {4 o. h& K& m[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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