iceeyes
Guest
Hello.
in order to practice both the use of ansys workbench and ansys apdl, I am modeling some structures that I have dimensioned by hand to compare the results and increase my skills in simulation.
as I do not like to get the result simply but possibly get it in the best possible way, I come to the point.
I would like to model the structure that I attach, on which is placed a single grid panel that covers the whole light.
being a corridor for the passage of people placed on a machine I have referred to the minimum loads indicated by the norms uni 14122-2-2010 that consist of a distributed pressure on the whole area and in an agent load on a surface 200x200 mm placed in the most unfavorable position.
what I would like to achieve is total deformation, tension, reactions to the central beam enchantment and its own frequencies.
At the moment I have important the geometry from solidworks modeling the two angles, the beam and the grilled bars and inserting a fictitious surface above the grid of minimum thickness to apply the load.
the results are reasonable but as you will imagine the times are exaggeratedly long for such a simple exercise. I had thought to model the bars, the ipe and the angles with the beam model but at that point I have some problem in applying the load because I can not bind the fictitious surface and the beams.
I'm definitely doing something unorthodox, but after several attempts I got a little bored.
I thank infinitely everyone who wants to give me some tips.
in order to practice both the use of ansys workbench and ansys apdl, I am modeling some structures that I have dimensioned by hand to compare the results and increase my skills in simulation.
as I do not like to get the result simply but possibly get it in the best possible way, I come to the point.
I would like to model the structure that I attach, on which is placed a single grid panel that covers the whole light.
being a corridor for the passage of people placed on a machine I have referred to the minimum loads indicated by the norms uni 14122-2-2010 that consist of a distributed pressure on the whole area and in an agent load on a surface 200x200 mm placed in the most unfavorable position.
what I would like to achieve is total deformation, tension, reactions to the central beam enchantment and its own frequencies.
At the moment I have important the geometry from solidworks modeling the two angles, the beam and the grilled bars and inserting a fictitious surface above the grid of minimum thickness to apply the load.
the results are reasonable but as you will imagine the times are exaggeratedly long for such a simple exercise. I had thought to model the bars, the ipe and the angles with the beam model but at that point I have some problem in applying the load because I can not bind the fictitious surface and the beams.
I'm definitely doing something unorthodox, but after several attempts I got a little bored.
I thank infinitely everyone who wants to give me some tips.
