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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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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,+ G& k6 {: e2 R! O3 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; T; ~4 x. V" L6 r; Z0 I
PRINT CONTENTS OF SUPERELEMENT ex8 @# M/ V d1 h# ]7 |
PRINT OPTION = 4
; \6 `5 ~) @& n% pHEADER =
& h4 O2 g1 w0 T! r$ P' { 8 6 1 1 3- z$ z& L% l- v* \$ x& d M
2 7 2 2 0
$ C6 B: i7 J+ b. d, y 1 0 0 0 13 Z0 b- y+ W5 `* J7 N0 a; @
0 0 1 6 1132
# J4 e5 C2 I/ t5 X& _ 0 1042 166 103 cp
3 {' r# [9 a7 W! | d: r 0 0
( w- y# `9 T) [; ?) a9 u- z" d 922 928 955 960 983
( c( x2 R. h6 R- Y7 j; r q" f7 E: l 988 1018 1033 0 937
, T' B6 c8 W: F, I9 J 946 111005333 0 0 0
) Z, S* k- P, E0 ?$ c. ~/ _ 0 0
4 r2 y( q7 A$ ^ 419 0 0 0 0
6 @6 b! e- s$ P: m' W. R8 d! u 0 0 0 0
0 `0 o" C. G2 ?' n5 {! jHEADER SUMMARY:
; z& I+ I" b9 j6 |NUMBER OF ROWS = 6) c( i3 r2 N. H3 A4 b, `3 H
NUMBER OF MATRICES = 1" ^! V7 c" l) x) ^7 Q
NUMBER OF EDGE PLOT LINES = 1
4 `% j' u9 o/ H9 k! hNUMBER OF DEGREES OF FREEDOM PER NODE = 35 d4 w2 B ?. V! J* k \8 h4 x1 E8 e8 y
NUMBER OF DEGREE OF FREEDOM INDICES = 2- M! s: R$ `7 N7 A1 p
NUMBER OF NODES = 22 k+ U/ O! ^6 I1 M( A
NUMBER OF LOAD VECTORS = 1
! b7 e* @( z# KNUMBER OF TRANSFORMATIONS = 0
$ K+ q+ [' [: RBASE FILE NAME= ex
" i0 G! k9 p8 X% |2 d9 I. ]; OMAXIMUM STIFFNESS= 0.53330E+11
, ?2 k: e M1 r3 @( ]DEGREES OF FREEDOM PER NODE = r# W2 R7 y6 q6 x3 m
1 2 60 p) y$ L: G; o
DEGREES OF FREEDOM PER NODE LABELS =
/ c7 w B% s% V% \1 dUX UY ROTZ
7 C& H* k z8 q7 VDEGREES OF FREEDOM AS GENERATED =. [# p4 ?: j' [3 J
1 2 3 4 5 6& x1 }/ r+ s8 l3 b# D' K$ ^0 c1 U& N
REORDERED DOF POSITIONS =8 z! y- u. |- d$ N3 t4 C, S
1 2 3 4 5 63 r6 x5 {6 k1 ~. m. o4 l
ORIGINAL DOF ORDER =
3 a5 [. H7 X+ u! e- D( E 1 2 3 4 5 6
* _0 N4 t2 |, X- {DEGREE OF FREEDOM INDICES =2 P7 B+ Z" _" T3 O/ Z3 c/ [) v
1 2; ?! T `) ?# A4 B- y$ ~
TITLE = 1 x4 w- l( N% O8 M. s* S
NODES =% A: P; Q( o5 }* ~5 Q
1 2
; X: J" V; c8 j$ J+ J( Y NODE X Y Z THXY THYZ THXZ
- k/ ?5 A1 }( X4 N! K! d 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 * c1 j/ P. l. n/ Z
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 2 j, |* h3 P, K; H+ Y1 I& ~ R" |9 R
EDGE PLOT DATA = ' d/ T- h; f% M" [: g% B" m0 c
EDGE X1 Y1 Z1 X2 Y2 Z21 c1 S: W- r4 h5 J7 v" k
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
! R1 q" ^- U9 h- V! O+ f+ kGLOBAL DOF SET =
( j. `" d: W* e$ s 1 2 6 33 34 38& n0 o) r1 z" v. J8 A- T" ^3 ^
GLOBAL DOF SET NODES, LABELS =( h5 z. g3 B3 o+ l* k
1 UX 1 UY 1 ROTZ 2 UX 2 UY
0 V) V L5 e7 P/ A2 [2 _2 t7 M9 } 2 ROTZ
( f- S" ~- I7 ^, ?5 |& D1 HROW 1 MATRIX 11 v" ^1 I" K( W( ?
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
; ]% h& n, ~! ?' A- O/ }3 l! A 0.0000000 1 U: o ^6 @- \! t
ROW 2 MATRIX 1
' E z) g6 |* {4 ] j) N 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 8 Q$ [/ E" A1 |3 f7 e8 L9 [
0.26666667E+098 e$ T$ g* E! H# o
ROW 3 MATRIX 1
$ M# V# d/ b/ ~$ z9 }- P 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09' {2 u* {9 y1 d/ ]8 ^
0.26666667E+11
6 k: P( T' C1 N3 HROW 4 MATRIX 1! l% K. J1 t5 S5 |6 ^9 G! _+ S1 J
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 9 ]$ V s+ c1 e5 o
0.0000000
2 ~, Z3 x1 T+ G/ ?1 oROW 5 MATRIX 15 Q1 T) s- O" C4 E
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 ; H6 h2 ~) `* @$ E4 e
-0.26666667E+09
, @0 Z' f# q5 b; cROW 6 MATRIX 1; a' C) [) \9 S7 u/ A9 c: I4 `
0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
$ l j# B% k- d& t. Z- D. l 0.53333333E+11/ J0 ], M5 Y! P. d- `2 W4 K
LOAD VECTOR 1: E% o3 S8 `3 c9 p9 N
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
+ K# n n! C9 v" p 0.0000000
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& L9 X1 L4 I9 x4 N5 k Y9 R[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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