[GiDlist] Non uniform loads in problem type
Posted: Sun Oct 10, 2004 6:26 pm
Dear friends!
I am from Federal University of Minas Gerais, Brazil, and, in my doctorate,
I am developing a problem-type to GiD applicated to thermic-mechanics
analysis. So, I have a problem:
I need introduce non-uniform loads (trapezoidal loads, triangle loads,
parabolic loads). It is, selecting a line, I give the inicial and the final
values of load and, when meshing, I want know the value of load along of
element's faces (for obtain the correct integrating over Gauss points).
Interesting me the load value over each element's node and the element's
face over that the load inside.
I need to know how make it in CND file and in BAS file.
In my dat file I need something like:
DISTRIBUTED LOADS
ELEMENT FACE FX_INI FX_FINAL FY_INI FY_FINAL FZ_INI FZ_FINAL
1 12 100 100 100 80 0 0
2 23 100 100 80 50 0 0
3 23 100 100 50 40 0 0
...
Thanks a lot,
José Carlos L. Ribeiro, Civil Engineer
Doctorate Student of UFMG/Brazil
Master in Structures Engineering
I am from Federal University of Minas Gerais, Brazil, and, in my doctorate,
I am developing a problem-type to GiD applicated to thermic-mechanics
analysis. So, I have a problem:
I need introduce non-uniform loads (trapezoidal loads, triangle loads,
parabolic loads). It is, selecting a line, I give the inicial and the final
values of load and, when meshing, I want know the value of load along of
element's faces (for obtain the correct integrating over Gauss points).
Interesting me the load value over each element's node and the element's
face over that the load inside.
I need to know how make it in CND file and in BAS file.
In my dat file I need something like:
DISTRIBUTED LOADS
ELEMENT FACE FX_INI FX_FINAL FY_INI FY_FINAL FZ_INI FZ_FINAL
1 12 100 100 100 80 0 0
2 23 100 100 80 50 0 0
3 23 100 100 50 40 0 0
...
Thanks a lot,
José Carlos L. Ribeiro, Civil Engineer
Doctorate Student of UFMG/Brazil
Master in Structures Engineering