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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""4 B% y/ n# a; Z7 J3 _
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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,' P3 H" d2 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
' H! I# {6 a: F. iPRINT CONTENTS OF SUPERELEMENT ex1 f+ |: C. l1 x; D. C4 [: X
PRINT OPTION = 43 a, ]3 Z4 ?$ S! F2 a
HEADER =" z# g( v! A% e' Y1 I0 _! g( T5 a+ d
8 6 1 1 3
# N, z7 k" N2 x) ]+ C 2 7 2 2 05 x2 L' T N P; L# W
1 0 0 0 10 L6 }1 D6 n' a4 p) b
0 0 1 6 11327 U1 o% e7 i, @% o/ Y2 ]4 z
0 1042 166 103 cp
* k; j, t+ ^# V ?8 z, _ 0 0 & D: ]5 n2 l7 C! q/ I
922 928 955 960 983
, N9 N4 E( B ^ 988 1018 1033 0 9377 t9 B: A4 j" F' e4 s
946 111005333 0 0 0. L: a/ A( k( Z( w, T0 Y4 V! A! p
0 0
H- O* ~( U% {+ u$ e 419 0 0 0 0$ q5 A" w5 q* C( k! }: B* T2 D
0 0 0 0
) X5 Y8 z( `+ Z) r NHEADER SUMMARY:
0 p$ P+ m! W5 N; TNUMBER OF ROWS = 67 y1 h, Z4 d$ Z X, C
NUMBER OF MATRICES = 1' U" T; ~% a7 g
NUMBER OF EDGE PLOT LINES = 1
- I% G# ~! }" _4 JNUMBER OF DEGREES OF FREEDOM PER NODE = 3' V" T @( U' n+ v1 {4 C
NUMBER OF DEGREE OF FREEDOM INDICES = 2
* y, }7 v9 _, b: Y$ j" e0 F) DNUMBER OF NODES = 2
" m1 o/ z+ o+ {5 d1 ?$ ?NUMBER OF LOAD VECTORS = 13 D% C1 Z9 R7 X7 `6 h8 e
NUMBER OF TRANSFORMATIONS = 00 X9 k: X# D$ r
BASE FILE NAME= ex
: E- _5 v+ U b9 M! c# |MAXIMUM STIFFNESS= 0.53330E+11
2 F7 W7 T3 f& c: h ~3 ?DEGREES OF FREEDOM PER NODE =* M3 o7 y7 ^0 L4 @& z/ K
1 2 6: m( |: [' M6 I
DEGREES OF FREEDOM PER NODE LABELS =: B& t+ ^! m7 O
UX UY ROTZ
8 [4 o( y" L) Y' _* t7 e" ZDEGREES OF FREEDOM AS GENERATED =2 v y, W6 x5 F# k1 q, n
1 2 3 4 5 6' M/ d; p2 d6 {& l4 n+ i
REORDERED DOF POSITIONS =4 v" ~" J; H6 q9 \4 I& G0 n
1 2 3 4 5 61 i: Y N; f2 _6 @6 H1 H* v
ORIGINAL DOF ORDER =
5 y- Z& f) \2 Y) j 1 2 3 4 5 6
5 f5 K' T9 T4 j$ p; f! Z' sDEGREE OF FREEDOM INDICES =
( L7 T2 u+ H3 I) f- [. x 1 2
1 F1 u+ U3 Q8 r: gTITLE =
4 j M2 W' I8 G6 }# k5 o- SNODES =
/ }7 Z. Y- y* }& ] 1 2
& N1 D4 ?8 Q' L8 N" G NODE X Y Z THXY THYZ THXZ4 I: L! J7 u" S+ \, Y A
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
# l9 l( Q: u: T; ~9 Z% u 2 300.00 0.0000 0.0000 0.0000 0.0000 0.0000
' t k' o4 \, Q9 }: Y; @6 WEDGE PLOT DATA =
$ q# ~* h; [- Y$ q' b! ~ EDGE X1 Y1 Z1 X2 Y2 Z2% J2 z b% M7 }$ b0 @
1 0.0000 0.0000 0.0000 300.00 0.0000 0.0000
. F; w+ d x- ]9 P: FGLOBAL DOF SET =
! r0 D9 \/ q$ E8 @9 X 1 2 6 33 34 38& D: Q* v# k R
GLOBAL DOF SET NODES, LABELS =
; s5 f1 @- K8 J( ?' L" X6 m 1 UX 1 UY 1 ROTZ 2 UX 2 UY
5 _* d0 B* T2 f9 [' H3 O+ h 2 ROTZ
* z& q" H4 M$ @' vROW 1 MATRIX 13 j4 F# o$ D D V7 b% h
3333333.3 0.0000000 0.0000000 -3333333.3 0.0000000 , _3 [) O& O9 @& _5 m& @
0.0000000 ! R8 b# }# e& d7 S+ Y& ~
ROW 2 MATRIX 1+ f3 {$ _" b. N8 ?" C' u/ a
0.0000000 1777777.8 0.26666667E+09 0.0000000 -1777777.8 , z& W% W0 l5 v" N
0.26666667E+09
) N/ Z. x( s$ T M, @& r" TROW 3 MATRIX 1* k, c0 y7 C2 ^7 n& F$ A: Y0 b; q% r
0.0000000 0.26666667E+09 0.53333333E+11 0.0000000 -0.26666667E+09
5 |. M) e* B; {9 u/ g7 l7 j 0.26666667E+116 Q) L- b" L/ e0 e) h
ROW 4 MATRIX 1
' F: C/ {2 ~( Z2 q: ~ -3333333.3 0.0000000 0.0000000 3333333.3 0.0000000 3 n$ T. a7 t- K2 H) V
0.0000000 2 o: m7 {4 a; j7 @% P0 ~/ `
ROW 5 MATRIX 1$ k, e) z$ o. f+ L) |! j
0.0000000 -1777777.8 -0.26666667E+09 0.0000000 1777777.8 4 }# c" S8 }# a" X
-0.26666667E+09
0 V; y) T& H( v$ ` ^ W9 |# }ROW 6 MATRIX 1
2 X+ O, v! I. s6 `- I: ^, Y 0.0000000 0.26666667E+09 0.26666667E+11 0.0000000 -0.26666667E+09
; Z5 o+ E7 Z* }# O 0.53333333E+11
) p+ W! ^6 ? l: n. t8 XLOAD VECTOR 1
1 G+ i t. J8 t6 h0 n 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
& @+ ?' y7 b' ?6 o& E: [ 0.0000000
. O. k; m5 i4 K& k0 X) }* _, A( c/ g6 F0 C9 `) F& @7 U
[ 本帖最后由 zealot117 于 2008-8-28 10:28 编辑 ] |
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