babaye
Mechanical
- Mar 12, 2006
- 9
Hi,
Thank you Alex for your assistance. I have another question:
In /SOLU I need to do a change in material (MAT1 to MAT2) of some elements and to leave the others such as they are. With MPCHG, ANSYS carries out this change well but does not hold account of this change at the time of the calculation of the constraints for example (It carries out its calculation by considering that all the elements are MAT1). Why ANSYS do that???
/SOLU
……….
……….
*DO,i,1,n ! n : number of steps
*DO,j,1,m ! m: number of elements
*if, x,EQ,y,THEN
MPCHG,2,j
*ENDIF
*ENDDO
loads
TIME,i*dt
*ENDDO
….
Thank you Alex for your assistance. I have another question:
In /SOLU I need to do a change in material (MAT1 to MAT2) of some elements and to leave the others such as they are. With MPCHG, ANSYS carries out this change well but does not hold account of this change at the time of the calculation of the constraints for example (It carries out its calculation by considering that all the elements are MAT1). Why ANSYS do that???
/SOLU
……….
……….
*DO,i,1,n ! n : number of steps
*DO,j,1,m ! m: number of elements
*if, x,EQ,y,THEN
MPCHG,2,j
*ENDIF
*ENDDO
loads
TIME,i*dt
*ENDDO
….