- 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""# ^6 D: i% M# ?) C/ r
' }& w: f/ G' [- U- G9 `/ F3 E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,- s, k4 f5 w' Z/ j/ }4 L: V4 D
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 f; A4 o. T) n5 a# W1 x# y
PRINT CONTENTS OF SUPERELEMENT ex
* H, D! T9 ~8 b7 APRINT OPTION = 4
) Z) J7 s+ L W; C i- kHEADER =0 F2 J/ \7 [2 a
8 6 1 1 3
0 I- e* A/ ?% `) S) B; x$ m 2 7 2 2 0
+ j R9 r/ z0 d$ A 1 0 0 0 1
. O" r* U/ [! K* n! P. l 0 0 1 6 1132. s4 H9 h5 ~! l6 U, k
0 1042 166 103 cp
2 L m- i/ s8 \6 Y2 M2 j 0 0
- P) ^8 [- X. s. U B 922 928 955 960 983$ Y* ~2 K5 R/ ]1 ~- K9 J
988 1018 1033 0 937
7 t* C2 Y; B- n5 ] M; B$ e* A 946 111005333 0 0 02 ?/ l" C# O( S! o v
0 0
4 R; E# n. K' D 419 0 0 0 0
+ R' G: [& x2 P* s( Y. t9 } 0 0 0 0
e+ `- i3 b J- xHEADER SUMMARY:2 v( z: @$ ]6 N# ~4 s( Y( c) M9 K! ?
NUMBER OF ROWS = 6: r0 z' s! @. u6 S$ l
NUMBER OF MATRICES = 1
7 p! N/ D# K& k% e4 FNUMBER OF EDGE PLOT LINES = 1$ ?3 k; m' p1 F% ?0 C! S* x# y
NUMBER OF DEGREES OF FREEDOM PER NODE = 3 }8 s9 t2 f4 M; w2 t) [7 j4 n; F$ G
NUMBER OF DEGREE OF FREEDOM INDICES = 2
% D/ H3 p; r2 b7 E5 c; aNUMBER OF NODES = 2" R6 ~1 u$ w# e1 ?
NUMBER OF LOAD VECTORS = 1* n! R+ e8 [' `8 M
NUMBER OF TRANSFORMATIONS = 0! }" V. N. v1 c0 |2 t. e
BASE FILE NAME= ex 0 \8 s+ k! P! V% ?$ Z
MAXIMUM STIFFNESS= 0.53330E+11
2 a. V d5 _3 v, tDEGREES OF FREEDOM PER NODE =
( U& _+ J0 O& G 1 2 6. f. ~; `* r3 J3 ^9 N* M
DEGREES OF FREEDOM PER NODE LABELS =; ^8 Y+ n. O0 a2 ?) P) S
UX UY ROTZ
" w+ r! {. R" S/ D: cDEGREES OF FREEDOM AS GENERATED =& J0 \! q+ U" z
1 2 3 4 5 6
* j- H7 O& C, x% wREORDERED DOF POSITIONS =
6 b$ p4 r; ^ D/ q' U; m 1 2 3 4 5 6, Z, S7 d; F! s7 i- p
ORIGINAL DOF ORDER =
1 P9 E& H% c! S3 c. w4 o/ L 1 2 3 4 5 6
3 `9 M4 k: D- [$ z) p) k2 d4 c; EDEGREE OF FREEDOM INDICES =
8 f8 |, l* ]7 ]- ?4 J 1 2! Q6 m; B6 u) [) |$ O% Z
TITLE =
. Q& w" K5 d( Z* v# s& w2 q( A: WNODES =
: d/ m$ h8 _0 \6 }! O& N6 k7 ` 1 26 Z, Z; [+ ?' u `7 j% y
NODE X Y Z THXY THYZ THXZ I; t8 w1 j# V7 P$ l
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9 z/ u2 ~, @% |1 `
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 8 D# d2 \! c# B; w& \
EDGE PLOT DATA = " H! d) q3 n: o* ?4 ^. v6 e6 }
EDGE X1 Y1 Z1 X2 Y2 Z2 r: w; d4 b. r8 b; s* q6 E
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000 ( U( e! G) w) r5 l1 Z
GLOBAL DOF SET =
# l2 f, Q6 {: q4 _ 1 2 6 33 34 38. r! _ q7 y" W. |
GLOBAL DOF SET NODES, LABELS =9 h, R3 D) ~5 |) n4 [
1 UX 1 UY 1 ROTZ 2 UX 2 UY 8 }5 {# v+ i5 @1 P: O
2 ROTZ' K- K) y" q: Q
ROW 1 MATRIX 1
3 h8 @8 O. n' {+ |, V8 x 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 ' ]1 D3 [ c; Y5 k, L. U
0.0000000 # X. |5 n7 C* ]
ROW 2 MATRIX 1* g) Y: L. f; J+ \9 X
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8
. }' A; ]0 U: a, [ 0.26666667E+09
7 D; {% F! D5 sROW 3 MATRIX 1
' X0 c$ K% Q( F" B' j6 C& N 0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09" K0 b% r c3 r" E: p
0.26666667E+11
( ^" |; P3 v6 _% BROW 4 MATRIX 1
0 v' n5 k) \! T9 `9 ` -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 1 B$ w* u; F4 {, j2 G6 {
0.0000000 / s# _: L" Z4 }) j9 r, C8 B
ROW 5 MATRIX 1* l1 d0 z+ `( E2 R- N) w) E
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8
* j4 R% w9 T* \- A; g$ ?/ `+ A -0.26666667E+090 s: y; m2 U, i2 b9 G
ROW 6 MATRIX 1
; `$ R. R1 p$ ^ 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
5 [6 j1 B1 ]8 \2 H 0.53333333E+111 Z! B0 F' v' Q+ j/ l0 U
LOAD VECTOR 1
. _) ~, _! B) d) G) A8 G$ P* \ 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
7 ~( K+ j9 c# ?' t% B# } 0.0000000* V2 | u9 X% I v: u& r- h! Q
7 ]1 e# S9 @6 {[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
|
楼主
