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Create [SFA] tabular Varing Distribution Load in commend formate

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ranakuet

Civil/Environmental
Jun 10, 2010
7
Hi
I am going to create a moment on a solid column. so i just convert the moment in to 3-d stress. Now i need to input 3-d stress by using [SFA]commend. In graphical mode after creating solid model >Solution>Define Load>Apply >structural>Pressure>On area>select area> New table>name>table paramete> +ve to -Ve load will make UVL.
Yes it works ....
But I can not make it as code ....

I made a model to check it .... (it does not work as graphical mode)

/PREP7
MP,EX,1,1e6
MP,PRXY,1,0.3
BLOCK,0,100,0,2,0,2
! Mesh definitions
ET,1,SOLID65
R , 1
VATT , 1, 1, 1
ESIZE , 1
VMESH , ALL
FINISH
/SOLU
ANTYPE,STATIC

*DIM,EXAMPLE,TABLE,10,2,1,X,Z,PRESSURE,0
*TAXIS,EXAMPLE(0,1,1),1,10,20,30,40,50,60,70,80,90,100
*TAXIS,EXAMPLE(0,0,1),2,1,2
*SET,EXAMPLE(1,1,1),10,10,10,10,10,10,-2,-4,-6,-8
*SET,EXAMPLE(1,2,1),10,10,10,10,10,10,-2,-4,-6,-8
SFA,4,,PRES,EXAMPLE(10,2,1)
DA,5,ALL,0,,,,


What is the reason ...Please Help me ...
Thanks
 
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Hi

I have make some experiment on it after that post. I use *VEDIT command at graphical mode and see the table.. Last code did not show exact table ....I make some correction

Instade of this:
*DIM,EXAMPLE,TABLE,10,2,1,X,Z,PRESSURE,0
*TAXIS,EXAMPLE(0,1,1),1,10,20,30,40,50,60,70,80,90,100
*TAXIS,EXAMPLE(0,0,1),2,1,2
*SET,EXAMPLE(1,1,1),10,10,10,10,10,10,-2,-4,-6,-8
*SET,EXAMPLE(1,2,1),10,10,10,10,10,10,-2,-4,-6,-8

Plot this :

*DIM,EXAMPLE,TABLE,10,2,1,X,Z,PRESSURE,0
*TAXIS,EXAMPLE(1,0,1),1,10,20,30,40,50,60,70,80,90,100
*SET,EXAMPLE(0,1,1),1,10,10,10,10,10,10,-2,-4,-6,-8
*SET,EXAMPLE(0,2,1),2,10,10,10,10,10,10,-2,-4,-6,-8

The *VEDIT at graphical mode shows the exact table
But the output(Deformation shape)does not show the exact value as total work is being done in graphical mode .........

Please help me ...............

Thanks
 
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