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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""
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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,
& A# x' w% ^/ N. A$ G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5 _1 o& Q7 f: k' y; {9 f. O$ ?5 U
PRINT CONTENTS OF SUPERELEMENT ex( }* N2 l( j2 f7 U+ c" [" t
PRINT OPTION = 4
, M" k7 ]% a( x; Y, H1 ?' nHEADER =$ h2 Q# B# z9 j& R, a* s6 F8 _8 M% c
8 6 1 1 31 A5 M3 [* a( |; L: d F/ f) m
2 7 2 2 0
+ H% S9 }4 K' E" r 1 0 0 0 12 @) r) V( F f2 Y
0 0 1 6 1132+ i x3 R% z; H3 X, N) j5 b
0 1042 166 103 cp 1 w" F* B) u0 O; K& m; P
0 0 7 c1 W8 q4 q5 c$ u8 l7 B
922 928 955 960 983$ ^4 n4 e1 V, R9 T+ p& v8 j6 B
988 1018 1033 0 937
& }9 j7 b# c% W% {8 k 946 111005333 0 0 0' U) b# v$ L- A3 T/ m
0 0
- s9 x p# I7 }9 |$ r$ B+ {. V 419 0 0 0 0
: V* c! C3 h8 b4 Z" A 0 0 0 0
# B5 l1 U$ K* c8 ?( O1 i4 s; XHEADER SUMMARY:
; ]9 w: ~; s& O3 q( VNUMBER OF ROWS = 6
0 r6 _! e: j8 m: X0 Y9 qNUMBER OF MATRICES = 1
: A$ H! K8 H& P. [/ Q7 J% jNUMBER OF EDGE PLOT LINES = 1
1 R- n; e9 d, }& ]1 t7 F0 FNUMBER OF DEGREES OF FREEDOM PER NODE = 3. ]& @8 D% `# z$ J |* D9 ?! K( y
NUMBER OF DEGREE OF FREEDOM INDICES = 2
5 \& P' i9 D/ m! vNUMBER OF NODES = 2
+ R1 @7 b2 b. a# |5 T: v3 R: i( UNUMBER OF LOAD VECTORS = 1
" a; X8 r0 k) n/ S$ wNUMBER OF TRANSFORMATIONS = 0
$ `4 @8 W; ^" N. }BASE FILE NAME= ex # j6 r* S( L1 [( g2 I
MAXIMUM STIFFNESS= 0.53330E+11" U! K1 t+ s3 t; z
DEGREES OF FREEDOM PER NODE =/ b8 ^( o* [* P. p+ g
1 2 6" n' D% \& [, u3 b5 m
DEGREES OF FREEDOM PER NODE LABELS =
% L) ^% E5 ^/ u9 X7 [' A5 MUX UY ROTZ' H: @" m' T- R5 h" f) |1 q
DEGREES OF FREEDOM AS GENERATED =# A$ g* @* L& z2 _+ l
1 2 3 4 5 68 o G( ~& v4 F6 l! `
REORDERED DOF POSITIONS =5 `+ l z( i! S9 X/ \
1 2 3 4 5 6
3 J" J. a" m0 h- L* MORIGINAL DOF ORDER =% k2 m6 P/ \, ^6 w
1 2 3 4 5 6
/ A' O; v+ d6 n: D) Z6 @DEGREE OF FREEDOM INDICES =! h) e1 {3 |. r$ U' G
1 25 i0 P: V5 f" q
TITLE =
+ u8 \( I1 |4 BNODES =. `- D t& L4 T8 b+ [+ i
1 2
0 \0 G, h# j. X! q& c3 @ NODE X Y Z THXY THYZ THXZ
: d5 n" P$ {# r1 k 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ; u) ~3 X, f$ V
2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000 + q4 v8 t2 Y% j) q& X6 @! p6 q
EDGE PLOT DATA = - R% J* J) P2 E6 E! Q. v7 d
EDGE X1 Y1 Z1 X2 Y2 Z2+ h6 V* ?5 V, c- ^
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000 " ]1 H' s w! w: K" |1 H4 m) @9 G! o& [
GLOBAL DOF SET =
5 L" z4 {1 k( N) E2 l+ e( V 1 2 6 33 34 38
1 f% S0 l. q, A' R6 t" H9 c+ _GLOBAL DOF SET NODES, LABELS =# I7 J. ?% F5 q8 g
1 UX 1 UY 1 ROTZ 2 UX 2 UY $ \$ U( @2 ], e( z5 T
2 ROTZ/ U# Q9 ?1 K) h( {( f* T( k/ `
ROW 1 MATRIX 1
$ o) t" S! p! e: b/ W' `+ V: j$ A 3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000
' L! F/ x# K2 X6 ^" Z 0.0000000 2 i- P9 k9 t; m" ]: \
ROW 2 MATRIX 1# d* z0 M! a' D3 B5 O0 a
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 " o6 v& b& G. [
0.26666667E+09
( M1 P; e2 g; J! ^1 O- VROW 3 MATRIX 12 `3 ~& i2 q3 a( l' o1 C
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09
. e1 g2 n% {6 \- i! P8 c 0.26666667E+119 O7 u3 O7 j) z+ a+ |& I @5 l$ w
ROW 4 MATRIX 1
$ H' l; \' Y( j/ Y+ u Z -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 ' Q- ^8 Z2 X: {( E+ j5 e
0.0000000 8 H! I% s9 R8 M- }% X, D" S s" v
ROW 5 MATRIX 1
4 b5 }! H8 x$ C. B' n6 g* J. a 0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 # b- n; i( v T8 d) B9 c
-0.26666667E+094 f' q0 E& U0 f, L) v9 V/ A
ROW 6 MATRIX 1
) {2 }! D6 X8 t( o/ U! j 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+094 M2 ?9 |% v- o7 n3 x* G9 K
0.53333333E+11
9 }) F U* U( d9 _, n6 WLOAD VECTOR 1
# m* g: `- j- _* }& w* V2 Z: T 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
: K) y# a8 X2 t) C5 b- S, j7 O( h) m 0.0000000
7 M3 ~7 N' @. t4 B' W/ Q5 V0 m2 J2 r" V C' G: t5 x
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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