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
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