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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""7 @+ d6 v5 T; o$ E7 ?
9 x6 k" `2 |9 D3 W6 D1 N, D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,+ v" K7 Y2 g+ k
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
- u6 f+ m1 W! `, _- n8 F( ]PRINT CONTENTS OF SUPERELEMENT ex
+ V( s) O. _8 {0 U) a7 D" MPRINT OPTION = 4
5 r0 b* d p) Q0 x: tHEADER =' X9 G# \" }3 n4 k% v2 r) N; A
8 6 1 1 3
' I% O) C4 s% J. E6 ~8 X7 B% n 2 7 2 2 0
+ F* _$ @( c; q' H, ^4 L9 u4 V 1 0 0 0 1# [# B$ D# L- P2 u+ H8 _+ Q
0 0 1 6 1132
8 m- `- ?* [) A! o3 L" ^, c 0 1042 166 103 cp
$ a- D9 s. K9 K1 u6 x9 f 0 0 9 e$ H# S6 V0 q: g4 `- I) A# h
922 928 955 960 9831 Q8 I( c8 k/ ~ Y+ K* ^* ~
988 1018 1033 0 937& J& h" y- V+ X" V* ~4 p
946 111005333 0 0 0
* Z/ v: X+ Z8 v/ P 0 0
0 X7 f- m6 @! |; P) B0 H 419 0 0 0 0" e' h+ V0 s" ]3 x5 m; a
0 0 0 0! g: m: l2 ] W" J" b; c8 c8 w
HEADER SUMMARY:
! i# q8 N( H# s5 b" PNUMBER OF ROWS = 6
$ I" f' }! ~7 e) m- y& tNUMBER OF MATRICES = 1
3 ~' S" |- f4 }$ gNUMBER OF EDGE PLOT LINES = 1# y: y3 H4 u0 a
NUMBER OF DEGREES OF FREEDOM PER NODE = 3
" E/ w0 _. u/ q7 \+ d' m( Q# PNUMBER OF DEGREE OF FREEDOM INDICES = 2" H2 f" B1 K2 T% t& S
NUMBER OF NODES = 2
+ j7 [; M1 Z0 T# {+ t8 k' D% BNUMBER OF LOAD VECTORS = 1
8 @/ }; y9 v" {2 |NUMBER OF TRANSFORMATIONS = 0$ l- x" n$ p9 b8 z
BASE FILE NAME= ex " r( b, ]) y( I8 B; M1 G1 @! f( G4 Y
MAXIMUM STIFFNESS= 0.53330E+119 o- ^8 Y5 z- V: w9 L# a
DEGREES OF FREEDOM PER NODE =
0 }) T' X. S4 p1 D5 t1 e 1 2 6
- D; {+ j6 R) a, z, ~DEGREES OF FREEDOM PER NODE LABELS =- b! z: `. k3 d' E# F0 Y+ T, a
UX UY ROTZ
. E. J' w) u. R! Q& d9 tDEGREES OF FREEDOM AS GENERATED =
7 b( |+ X1 i; {. i8 M* ` 1 2 3 4 5 6' Y9 u/ W |2 A
REORDERED DOF POSITIONS =
+ `6 y3 @. V1 c. \6 o 1 2 3 4 5 6 ], D" O6 c9 l
ORIGINAL DOF ORDER =1 Y# ^5 U$ N! S3 ~
1 2 3 4 5 6
9 ]4 f: C* W( }% g/ i! ?5 wDEGREE OF FREEDOM INDICES =
! z* t4 ^# `+ F; e! |2 u- @ 1 28 F4 c& @; N8 F7 M6 G( h7 P: W
TITLE =
6 H0 l& B [* \: n; VNODES =5 `. M) }% {7 b
1 2& M3 v7 @' p* e3 L0 I) _
NODE X Y Z THXY THYZ THXZ
2 l) j3 I5 a, D% }& k1 L 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 r) W# F7 q- T, _, |
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 - B- J, n6 Z9 {
EDGE PLOT DATA =
! A v( W( H7 h/ {( m+ L EDGE X1 Y1 Z1 X2 Y2 Z2! l9 P: P7 _& v" I4 U/ J
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000 _! j1 T% {- L* k% J) G
GLOBAL DOF SET =
! c+ ]% a5 O) N( u 1 2 6 33 34 38: R) H' S! c) ~( h% X, D1 r
GLOBAL DOF SET NODES, LABELS =
1 o" U- E! U- Z6 x 1 UX 1 UY 1 ROTZ 2 UX 2 UY ( _# x" t+ v) x: X3 _! y& G
2 ROTZ- L6 C4 M8 M* U) u# O
ROW 1 MATRIX 1! s3 Q6 \( p' J: X, B. R3 e
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 : v6 D# y( ?) P+ [. O
0.0000000 5 M& i' A* I1 j
ROW 2 MATRIX 18 N& L8 ~; y5 z( `
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
8 x: ^- _1 ]+ S 0.26666667E+09
) Y! Q" Y: u4 \, R* mROW 3 MATRIX 1' ~/ Y; [) ? Z& T
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+098 }* l2 h& ], y! O, }- _3 t
0.26666667E+113 s) s9 v( A& R- H
ROW 4 MATRIX 1# X7 r' _$ j* W
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 8 j2 |7 p3 C& l
0.0000000 ( A4 o2 ~, q, ]! j" j7 T- l# v
ROW 5 MATRIX 1
" V7 u; v1 y0 p1 K 0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 * H$ T9 q& p) K1 L8 v; ~
-0.26666667E+09, }0 _4 @/ k% Y5 G \
ROW 6 MATRIX 1
" I$ `& N( w* q: w: C @. P Q7 m 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
4 m# C4 r/ g5 ~( z& R 0.53333333E+11
# W2 n4 M. j& fLOAD VECTOR 1
0 T; y: E; o. G1 W" K( ?6 G- E9 u 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 8 q9 Q# V _* V: J! L2 K
0.0000000
% u% a: b2 e$ w6 R7 i ]
" _# x1 @& Q* H) o M" a4 m! `[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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