Effect of "Large deformation ON"
Effect of "Large deformation ON"
(OP)
Hi,
What is the effect of making the large deformation = ON, during dynamic non linear analysis please?
Thanks in advance.
What is the effect of making the large deformation = ON, during dynamic non linear analysis please?
Thanks in advance.





RE: Effect of "Large deformation ON"
Sorry, I mean Large deflection = ON.
RE: Effect of "Large deformation ON"
Rick Fischer
Principal Engineer
Argonne National Laboratory
RE: Effect of "Large deformation ON"
Plus, using large deformations, your load (only if you apply a pressure), can follow your deformation.
For example, say you model a 3D beam along X axis. The "vertical" is along the Z axis. You define a section at the end of your beam to apply a load along Z axis.
If you don't take large deformations into account, your load will be along Z axis even at the end of the study, whatever the deformation is.
If you take into account large deformations and use a force / remote force / nodal force, the load will still stick to the Z-axis, but if you use a pressure instead, the resultant load will be normal to the area of application of the pressure.
This is why a solve often uses iterations when taking large deformations into account.
(This part at least is explained briefly in the Ansys help)
RE: Effect of "Large deformation ON"
Thank you for help
RE: Effect of "Large deformation ON"
Thanks a lot. So if I want to simulate a three point bend test as I am doing now, I have to chose either Large deflection = OFF or to use remote force. As experimentally, the compact head of the machine (which is doing the bending)still vertical during the test operation?
I am doing a simulation to what I did experimentally in a three point bend test for an arrangements of beams. a three by three bundle of beams with a cross section 4 mm* 4 mm and a length of 250 mm.
Thanks in advance.
Regards,
RE: Effect of "Large deformation ON"
I don't think you need a remote force for what you are trying to do.
Also, as you describe it, I think you can use Large D OFF, but as you have experimental results and a model that should run fastly, it's a good case to test the two configurations and compare them for a good understanding.
RE: Effect of "Large deformation ON"
Rick Fischer
Principal Engineer
Argonne National Laboratory
RE: Effect of "Large deformation ON"
O.K., Many thanks.
RE: Effect of "Large deformation ON"
Do you mean the deflection equation of a simply supported beam (delta= FL^3/48 EI)? and about the deflection if it is small or not, I think its more than the half of the element thickness. The problem is that, I need the applied force to remain vertical during the solution to simulate the real case of the experiment and if I chose LD= ON then the applied force will start to incline with the deformed body as Orel explained previously.
RE: Effect of "Large deformation ON"
RE: Effect of "Large deformation ON"
2. If the issue here is to make modeling easy, then set NLGEOM to anything you want. If the issue is to get an accurate result, then you need to turn NLGEOM on if your deflections are sufficiently high. Per the manual, NLGEOM includes large deflections, large rotations, large strains, stress stiffening.
Rick Fischer
Principal Engineer
Argonne National Laboratory
RE: Effect of "Large deformation ON"
Orel,
O.K. as you said if its nodal force then, large deflection=ON will not incline the force.
Rickfischer51,
I will take your advise into account and use NLGEOM=ON.
Thanks,
HAVAL