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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""" r4 a: y1 t& s3 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,
# K3 W/ r, v. `4 J* Z: ]/ v% y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+ N9 J$ O4 {9 G1 k* s0 T5 K: ^: X
PRINT CONTENTS OF SUPERELEMENT ex
( w1 A, N# N0 B# l' s- CPRINT OPTION = 4
. \: H0 u/ e, KHEADER =; p8 S, \8 R g$ t
8 6 1 1 3
! c$ C( ^! ^. @: b' z R% o4 o7 } 2 7 2 2 0
3 N; m/ v2 a8 ` X8 q' ?# t 1 0 0 0 1: K0 R Z% m: ?0 R
0 0 1 6 1132
0 [/ G0 \; L: C 0 1042 166 103 cp * F( i6 C( k' J. {$ ]3 ^. o0 \. s
0 0
! S( |+ b1 Q' N( V 922 928 955 960 983
) k% s* Q4 R4 \( x. ^' c( O 988 1018 1033 0 937: I s8 b) B! t5 ^0 B
946 111005333 0 0 0% W e9 X5 x- d1 `1 q h
0 0* _5 s. o2 F! `) D- \
419 0 0 0 0
# i, ^% S+ x u# e, Q2 A$ [ 0 0 0 0- `0 o- \ C- Y) }, C( s
HEADER SUMMARY:% y3 ?. C' G8 ^% d
NUMBER OF ROWS = 6
4 M d4 o! b: Y8 hNUMBER OF MATRICES = 1
1 D* a& S. X9 iNUMBER OF EDGE PLOT LINES = 14 [+ R! I8 I0 d1 g% m4 v6 @) n
NUMBER OF DEGREES OF FREEDOM PER NODE = 3; @' t( e5 D3 `' U2 [
NUMBER OF DEGREE OF FREEDOM INDICES = 26 @" |# w2 S3 R3 b" s* @: A
NUMBER OF NODES = 2, ^. o, ~2 H$ a! `7 C) O
NUMBER OF LOAD VECTORS = 1
; w3 Y, {$ w/ R+ L$ uNUMBER OF TRANSFORMATIONS = 0) Q3 G: C/ I6 W) ^ D3 _
BASE FILE NAME= ex 2 W/ f3 y8 x$ B3 P9 h
MAXIMUM STIFFNESS= 0.53330E+11
$ W# Z6 V' _5 [0 v0 a' W- O" p! dDEGREES OF FREEDOM PER NODE =
' ^; l6 v$ p$ e; Z 1 2 6
. {% K5 s# k, o, {, o, ZDEGREES OF FREEDOM PER NODE LABELS =
d A* G T4 H* f& ~UX UY ROTZ& N0 e! g# ?2 w- l7 J
DEGREES OF FREEDOM AS GENERATED =
6 k( o) ]4 u1 T) c6 h+ p 1 2 3 4 5 6
$ ]! J! K2 B) t3 M% v) jREORDERED DOF POSITIONS =
4 k |! g1 x( q, z8 a3 w 1 2 3 4 5 6/ x* a6 g9 e, f& j6 N! V
ORIGINAL DOF ORDER =
) R* ?: @6 g0 C 1 2 3 4 5 6
# a/ K9 i. |& t2 j+ X1 M# z; {8 C. gDEGREE OF FREEDOM INDICES =
/ y! Q+ v! {) M* z5 H 1 2
% [' e& b9 D' }, `; r( ?1 E! j% D1 M/ HTITLE =
4 r+ q$ k" Z; D8 T& ^/ sNODES =9 m0 ^. n+ w- S' K+ W- c
1 2
! t# K) R/ ^& O- u& q NODE X Y Z THXY THYZ THXZ
; d+ ]. |9 f! e% T 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 i- r2 T, Z2 ~; j* F% t/ x; ]
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000
- v2 v$ u+ G3 T: R3 M7 {: w$ yEDGE PLOT DATA =
8 h/ I0 Z2 [# g' _. h' `$ A4 @! g# x EDGE X1 Y1 Z1 X2 Y2 Z20 V7 ?( x& m# {% K
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
, P) K8 c( N7 m0 l2 x3 ~! ~/ WGLOBAL DOF SET =
1 T; ~9 M; n, z6 E) P 1 2 6 33 34 38
* G$ \5 G. T4 t7 t5 {& L- s& sGLOBAL DOF SET NODES, LABELS =
, W8 N9 |1 Q% G" i8 | 1 UX 1 UY 1 ROTZ 2 UX 2 UY
5 k5 M7 C5 u: {& ~$ y 2 ROTZ
# P% }+ t* h9 w- vROW 1 MATRIX 17 x, r+ n% x$ Y0 [5 @! f9 V
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
3 d& }" _: ^8 C/ K 0.0000000
' m: x: v) B2 |3 _, WROW 2 MATRIX 1: h7 v$ J) d" I, M9 k8 U
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 # g- N, ~+ c) M& [7 x B2 D5 a
0.26666667E+09
% }4 b3 p, x) F v q: t& m* sROW 3 MATRIX 1# ?# @5 k4 t( W8 F
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+096 a8 y, G/ q9 W- W% ^/ G
0.26666667E+11# D- \* J0 F" M) b5 x7 y+ F) t6 d: c
ROW 4 MATRIX 1
+ ~) a4 h8 B* {7 I+ M( n -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 - E1 l) f9 J2 h/ `; t6 Y/ j
0.0000000 / _; `1 z2 f* i3 E# s
ROW 5 MATRIX 1
# U: u# f) l5 s1 l3 J0 c 0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 $ s" f& L2 r, L/ ^3 Z
-0.26666667E+09; ~7 y% r, n& u) Z8 N2 Q" s
ROW 6 MATRIX 1
. k0 I+ @3 h7 S+ l 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
$ m& c" S8 Z* n& y" N' K 0.53333333E+11) {" J+ ~6 `9 _ \7 z% W
LOAD VECTOR 15 k* o; L" I; i) }8 A ` C
0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 ! [' Y1 o' \6 L( J X3 P8 z
0.0000000
1 e4 |" N" U _0 K# d! F& a2 h5 i, @6 {2 ^- L
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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