ANSYS 節(jié)點(diǎn)/單元信息輸出至文件

2017-01-16 by:CAE仿真在線來(lái)源:互聯(lián)網(wǎng)

兩種方法,區(qū)別:方法一輸出文件格式中含有ANSYS的些文字信息,不能直接調(diào)入MATLAB。方法二輸出文件格式基本可按自己需要定。純數(shù)字。

(一)簡(jiǎn)單命令

/output,nlist,txt,

nlist

/output,elist,txt,

elist

/output,dlist,txt

dlist

(二)復(fù)雜命令

*get,nodenum,node,,num,max ! 獲得節(jié)點(diǎn)的數(shù)目
*dim,nodepos,array,nodenum,3 ! nodepos存放節(jié)點(diǎn)的坐標(biāo)
*do,i,1,nodenum,1
*get,nodepos(i,1),node,i,loc,x !獲得節(jié)點(diǎn)的X坐標(biāo)
*get,nodepos(i,2),node,i,loc,y
*get,nodepos(i,3),node,i,loc,z
*enddo

*get,elemnum,elem,,num,max !得到單元的總數(shù)目
*dim,elemlist,array,elemnum,6 !單元包含的節(jié)點(diǎn)列表,指定每個(gè)單元包含6個(gè)節(jié)點(diǎn),根據(jù)情況修改
*do,i,1,elemnum,1
*do,ii,1,6,1
*get,elemlist(i,ii),elem,i,node,ii !獲得節(jié)點(diǎn)編號(hào)
*enddo
*enddo

*cfopen,geomfile,txt !打開(kāi)文件,寫(xiě)入數(shù)據(jù)
*vwrite,0
(F8.0,' Coordinates of each node')
*vwrite,sequ,nodepos(1,1),nodepos(1,2),nodepos(1,3)
(F8.0,3e16.8)

*vwrite,0
(F8.0,' Nodes No. of each element')

*vwrite,sequ,elemlist(1,1),elemlist(1,2),elemlist(1,3),elemlist(1,4),elemlist(1,5),elemlist(1,6)
(F8.0,6f8.0)

*vwrite,0
(F8.0)
*cfclos

===========================

方法一輸出文件格式樣式如下:

====================================================================
LIST ALL SELECTED NODES. DSYS= 0
1

***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0SP1 *****
ANSYS Multiphysics
00235603 VERSION=INTEL NT 12:35:26 NOV 17, 2010 CP= 0.437

NODE X Y Z THXY THYZ THZX
1 0.0000 0.0000 0.0000 0.00 0.00 0.00
2 0.50000 0.0000 0.0000 0.00 0.00 0.00
3 1.0000 0.0000 0.0000 0.00 0.00 0.00
4 0.50000 0.50000 0.0000 0.00 0.00 0.00
5 0.0000 0.0000 0.50000 0.00 0.00 0.00
6 0.50000 0.50000 0.50000 0.00 0.00 0.00
7 0.50000 0.0000 0.50000 0.00 0.00 0.00
8 1.0000 0.0000 0.50000 0.00 0.00 0.00
9 1.5000 0.0000 0.50000 0.00 0.00 0.00
10 1.5000 0.0000 0.0000 0.00 0.00 0.00
11 2.0000 0.0000 0.0000 0.00 0.00 0.00
12 2.0000 0.0000 0.50000 0.00 0.00 0.00
13 2.5000 0.0000 0.0000 0.00 0.00 0.00

=========================================================================================

LIST CONSTRAINTS FOR SELECTED NODES 1 TO 24 BY 1
CURRENTLY SELECTED DOF SET= UX UY UZ ROTX ROTY ROTZ
1

***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0SP1 *****
ANSYS Multiphysics
00235603 VERSION=INTEL NT 12:35:26 NOV 17, 2010 CP= 0.468

NODE LABEL REAL IMAG
1 UX 0.00000000 0.00000000
1 UY 0.00000000 0.00000000
1 UZ 0.00000000 0.00000000
5 UX 0.00000000 0.00000000
5 UY 0.00000000 0.00000000
5 UZ 0.00000000 0.00000000
23 UY 0.00000000 0.00000000
23 UZ 0.00000000 0.00000000
24 UY 0.00000000 0.00000000
24 UZ 0.00000000 0.00000000

***** END OF INPUT ENCOUNTERED *****

NUMBER OF WARNING MESSAGES ENCOUNTERED= 0
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
==============================================================================

方法二輸出文件樣式如下:

==============================================================================

0. Coordinates of each node
1. 0.00000000E+00 0.00000000E+00 0.00000000E+00
2. 0.50000000E+00 0.00000000E+00 0.00000000E+00
3. 0.10000000E+01 0.00000000E+00 0.00000000E+00
4. 0.50000000E+00 0.50000000E+00 0.00000000E+00
5. 0.00000000E+00 0.00000000E+00 0.50000000E+00
6. 0.50000000E+00 0.50000000E+00 0.50000000E+00
7. 0.50000000E+00 0.00000000E+00 0.50000000E+00
8. 0.10000000E+01 0.00000000E+00 0.50000000E+00
9. 0.15000000E+01 0.00000000E+00 0.50000000E+00
10. 0.15000000E+01 0.00000000E+00 0.00000000E+00
11. 0.20000000E+01 0.00000000E+00 0.00000000E+00

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