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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""$ s6 l' h- j+ |: |% O. U z
. c7 E2 u) {" {" M; S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,
0 }% ^4 `' ~2 o9 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* D8 V- D7 W+ C, v4 i8 K* R
PRINT CONTENTS OF SUPERELEMENT ex
2 g" G v& K) _! [+ A, |3 R1 GPRINT OPTION = 4
e8 R/ L" q0 T; S$ m; ^* aHEADER =1 V" O7 G- g- o" j {
8 6 1 1 3
3 b9 l1 E9 s& y3 G. o 2 7 2 2 0% g o$ h8 \. {
1 0 0 0 1
; z' Y4 W5 S! C 0 0 1 6 1132 ?1 ?- u$ c# c) s! h
0 1042 166 103 cp
7 F; W( w4 \1 I+ X8 n 0 0 4 y+ ^( ~, V" z0 a n
922 928 955 960 983, h' e1 w; u" A
988 1018 1033 0 937! ~2 t: w7 Y* I/ ~) e
946 111005333 0 0 0" V. g; [2 a, J* d6 Q# n. T
0 0
" o5 L) k$ U& @' m _& o V 419 0 0 0 0
2 c8 Z/ N% H ^ P( W9 ] 0 0 0 0* H+ P, _1 A+ r
HEADER SUMMARY:
7 c1 [6 m$ e4 r& @) uNUMBER OF ROWS = 6
8 G! h Y: o) e; w" GNUMBER OF MATRICES = 1
8 |0 Z, e8 S6 w- o, MNUMBER OF EDGE PLOT LINES = 12 ~5 T2 h& v, s, g! L
NUMBER OF DEGREES OF FREEDOM PER NODE = 3; B' E% k5 d2 Z, y
NUMBER OF DEGREE OF FREEDOM INDICES = 2
; k. a$ P8 E5 [ |8 A- q" q$ PNUMBER OF NODES = 2- @) N0 Z' |- h* `6 q
NUMBER OF LOAD VECTORS = 1
. p2 J F' q3 A8 O* I0 S6 M3 ZNUMBER OF TRANSFORMATIONS = 0
/ O% p( X! F5 x: j4 BBASE FILE NAME= ex - W" r1 D+ Q q( A! W+ `- J& m: u1 P: x
MAXIMUM STIFFNESS= 0.53330E+11
+ k# a" _$ L; P& nDEGREES OF FREEDOM PER NODE =
& E' W0 ?. R, H3 N$ J% M& u 1 2 6
# p; w. z$ w, P# w7 w6 T5 gDEGREES OF FREEDOM PER NODE LABELS =
! B/ W' |8 a/ @8 y: K, \4 y. k# \UX UY ROTZ
7 [3 w) A/ |: Z W1 m1 F3 ^DEGREES OF FREEDOM AS GENERATED =: z# U( \& ?0 J1 }% E
1 2 3 4 5 61 M& }" w4 I; \2 z( s$ y) `1 R/ [+ K
REORDERED DOF POSITIONS =
' _5 d( a2 G. l) z: q! v% V 1 2 3 4 5 6
" e' G* l3 h$ Q. W3 s5 Q2 k! pORIGINAL DOF ORDER =; y1 F% E/ i, Q2 V
1 2 3 4 5 6
# p6 U/ a: K$ CDEGREE OF FREEDOM INDICES =
8 T( R! B+ I8 \ E5 } 1 2
3 f) q* N5 s" X+ M7 b; rTITLE = 5 b( s2 v$ c) u" c2 F6 U
NODES =
: y( a U! ~3 U 1 2 `- j& f/ ?8 e3 I3 C% ~! D
NODE X Y Z THXY THYZ THXZ
( ] g; @7 {# q+ ]" v 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; o# y9 t# o7 f6 F0 X
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000
" U; h/ v( R2 Y; p" }EDGE PLOT DATA =
2 C4 P8 m9 ^" b& }: T1 l* Y EDGE X1 Y1 Z1 X2 Y2 Z2
$ r9 F- O7 B& u l 1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000 2 W M5 Y, u2 F
GLOBAL DOF SET =) o3 e$ V3 Y* T9 f. d
1 2 6 33 34 38
$ p& u2 K- O% F: h' FGLOBAL DOF SET NODES, LABELS =% u1 Z# q4 }4 a* b+ t# Z3 A: p& F
1 UX 1 UY 1 ROTZ 2 UX 2 UY
! ?! F) E9 k r: L" v0 J( E 2 ROTZ" u( u- _% g5 _- a M8 \
ROW 1 MATRIX 11 R* _* y5 O6 M& ^9 b: Q- \1 o+ f
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 3 @; K& L) |% x' J
0.0000000 $ T" T+ ]! c. a% t
ROW 2 MATRIX 1
7 N% w& T9 c; }7 ^7 q6 ^1 y( ]7 X 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
# B# `1 ~' A/ T& r 0.26666667E+099 @9 u$ J2 j0 |
ROW 3 MATRIX 16 g2 K$ p, Y7 t7 n" v7 ?2 c
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09" A4 W0 Z C3 x F2 J" m
0.26666667E+11; J3 }4 p7 _2 H
ROW 4 MATRIX 1
9 d8 E) i% D, C | -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000
- ]# m9 H/ ]% J6 T. A 0.0000000
h4 i1 {# R6 @1 \ r% m& ~ROW 5 MATRIX 1& ?7 ]( b$ a" T8 `
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8
, Q7 F& L6 t/ g( U -0.26666667E+09
$ \( G0 k% O$ Z9 M6 [1 pROW 6 MATRIX 1/ m, @$ U& F, d2 h' Y
0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09% F* R0 ?- J) w* u- \# w) R2 E% c
0.53333333E+11
# i) s0 n# ^5 BLOAD VECTOR 1
. \# e, p( r5 z. x; B 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
f: J' }& w% g; M 0.0000000
" j- Q: n0 K9 k5 F
* x) U: s4 }2 o: p6 T/ X! t[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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