- 积分
- 3
UID758601
主题
在线时间 小时
注册时间2008-8-28
|
发表于 2008-8-28 10:27:01
|
显示全部楼层
回复 11# 的帖子
""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""+ E. j. m" {( |# S- i& \
: x0 j* g! s3 Y' E( P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,
8 c: {7 i! w0 U1 s) }- F6 ?3 R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. k! w. @( k% q# y' Y& ~; H# y
PRINT CONTENTS OF SUPERELEMENT ex' D4 d3 b8 ~( [2 o7 t! r
PRINT OPTION = 41 Q3 l$ X, j P( O9 z$ [
HEADER =
7 k# E$ C8 l6 V2 r4 o4 Q 8 6 1 1 30 U. f8 @' s5 D- i* _" Y2 l, Y$ c2 u- `
2 7 2 2 00 O1 x$ S% P' [
1 0 0 0 1" h- Z, x) z# P4 ]5 Z
0 0 1 6 1132' b, S* G5 ~- G3 ~
0 1042 166 103 cp
* \* M! v8 U, s5 L" t 0 0 ' g) X* g) I8 I/ L* E' ~& X- w( m
922 928 955 960 9831 v- O' ]* L3 X1 s" F! y8 c, X
988 1018 1033 0 937: z6 O* H" H9 L: B0 z. ~5 ^9 u
946 111005333 0 0 0
" a4 Z! |1 I: k# Z+ X; F 0 0
) e/ E. ^* b8 ~4 o- W( c 419 0 0 0 0
7 {6 Y1 R5 H& ]% B% h0 b 0 0 0 0
% q7 f+ W9 v% P! D/ p2 o: {6 JHEADER SUMMARY:( T. S- Q; G, a' g0 {/ h
NUMBER OF ROWS = 6
) c% l6 p3 c( G7 t9 \4 t1 J- ONUMBER OF MATRICES = 1
8 k+ X6 `6 i8 M3 V1 jNUMBER OF EDGE PLOT LINES = 1
) e$ X. U3 H0 m8 GNUMBER OF DEGREES OF FREEDOM PER NODE = 3- R) N# ~6 x+ H$ T" p
NUMBER OF DEGREE OF FREEDOM INDICES = 2
- }8 t. B7 x6 q/ wNUMBER OF NODES = 2
- H- |% o7 t) U/ i; {NUMBER OF LOAD VECTORS = 1# }2 q0 B1 _+ g+ j$ p5 [
NUMBER OF TRANSFORMATIONS = 0
2 Y1 E4 c3 H l; ]% @BASE FILE NAME= ex
5 ^& ~/ J8 a& F4 W3 f7 `MAXIMUM STIFFNESS= 0.53330E+11! n( _3 A6 _& T1 C
DEGREES OF FREEDOM PER NODE = T3 C2 d7 P q0 C% r/ h' W) U
1 2 6
- J" {. H4 M9 W/ ^8 i7 gDEGREES OF FREEDOM PER NODE LABELS =
3 d9 X9 t/ p8 @" zUX UY ROTZ& x& P9 d( ?, C6 J/ T
DEGREES OF FREEDOM AS GENERATED =' a0 k' q6 \: ]% ^, r- x
1 2 3 4 5 6
( l/ q+ h6 E/ h# Q/ ^REORDERED DOF POSITIONS =
( Z0 [6 y1 N0 H+ E( M 1 2 3 4 5 6# n5 `6 n8 v; K" F; ~
ORIGINAL DOF ORDER =( j& X2 J% K2 e1 n2 o
1 2 3 4 5 65 Y) Q% E4 ^" n/ ^
DEGREE OF FREEDOM INDICES = U7 a- f. _" V% B5 _8 C0 x
1 2
, o" {& w+ S1 g) x7 X! R# JTITLE = 2 `$ h1 k. ]/ s& S( P
NODES =5 E- e, b' d; K# r! e
1 26 a7 M9 v. {" A1 d# b- c
NODE X Y Z THXY THYZ THXZ
& r& S/ V0 d2 C) e 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
8 T* ~/ B' G6 H) ` 2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 8 G( r( d0 g" B2 s- H- S D
EDGE PLOT DATA = + m+ V$ p$ w$ Z
EDGE X1 Y1 Z1 X2 Y2 Z23 D9 B& O: f8 F! \" N
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
0 \4 r. M( z! m# f4 k$ i5 p2 NGLOBAL DOF SET =/ L1 A) {" I1 j% c1 m
1 2 6 33 34 38+ c- m: _4 v+ j& M; O2 V
GLOBAL DOF SET NODES, LABELS =* A. ~: H# `. S, ~$ ?
1 UX 1 UY 1 ROTZ 2 UX 2 UY
3 w( [# R8 f; A8 t1 D7 c& l6 e2 K1 z 2 ROTZ
) q5 o+ t- e/ K9 ]% R( LROW 1 MATRIX 1
% a% T$ u- R7 N" }! z6 c 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
5 @6 y9 l+ U' M# K' l% r 0.0000000
6 U/ f( R, A8 V8 Q" vROW 2 MATRIX 1
5 h) b6 @* e9 Y* o6 c 0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
r# Z( o6 ?7 N+ _% U- M, v- I 0.26666667E+09: V$ q2 R$ y% W% N6 d5 A* S
ROW 3 MATRIX 1
$ L/ \7 ~2 v/ Y, [ 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09
2 E) F7 s, Z& q* G# N 0.26666667E+11
6 p# c: s: @" y, }ROW 4 MATRIX 18 r$ H8 o1 N" H1 }) L. ?9 W0 m
-3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 7 g1 _/ t0 h+ K6 `/ q; C' T! b
0.0000000 ) `7 o4 @6 A% r2 Y. U% j
ROW 5 MATRIX 1
9 ^; x0 g; @$ B' q9 U 0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 ) ^6 x* r9 G+ A' v3 ^! [
-0.26666667E+09. @7 X) N3 z0 Q1 J) h* ^. `
ROW 6 MATRIX 1
4 M( s9 z: S) l9 J9 e, W# q7 v 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
8 l$ e5 F# w$ ?; r' B4 q5 A n 0.53333333E+11
$ t. j) Q7 E! V5 D2 o5 v! |LOAD VECTOR 1
1 O) A! I7 r" S 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 & O( X1 l s' E
0.00000005 e) X# H" [# n H- E. y
: r* e0 F" g& ]- p M% h1 o3 |: n2 Q[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
|
楼主
