
Need Help, why my modal deformation is not logical ?
Hi, need help for this . some explanation would be good . the data of modal analysis seem wrong, Deformation resulted in 6614.5mm the wing tip is only 700mm.

Hi, need help for this . some explanation would be good . the data of modal analysis seem wrong, Deformation resulted in 6614.5mm the wing tip is only 700mm.
Hi, I am a beginner in Ansys Mechanical and doing a transient thermal simulation in Ansys Mechanical. As number of steps is large, my PC has insufficient storage to store the temperatures at all nodes for every time step. I only need temperatures at a few nodes for every time step and need to save in a csv file. Are there any methods to do so? I tried "output selection" in "output control" of analysis setting, but it has no effect! Ansys documentation says, it works only for elemental-based results.
I am designing the drive base for a humanoid robot with:
The drivetrain layout is:
Motor → Coupling → Shaft → Bearings → Wheel
The shaft is supported using two bearings, and the wheel is mounted in an overhung configuration.
I calculated the shaft diameter using:
The overhung distance (distance between wheel center and nearest bearing center) is:
30 mm
Using hand calculations, I obtained:
For safety and manufacturability, I selected:
Now I am trying to validate the shaft using static structural analysis in ANSYS, but I am confused about the correct boundary conditions.
My current plan is:
At the opposite end of the shaft, I was planning to use:
At the bearing locations, I was planning to apply:
with:
Is this boundary condition setup mechanically correct for simulating a shaft supported by bearings in a differential drive robot?
Or should I:
Thanks.
Hello. I'm learning FEA (static structural) in Ansys Mechanical.
I'm trying to model a pipe expansion loop buried in soil. The pipe is a shell element, and the soil is a volume element ("sandbox"). Soil plasticity is Mohr-Coulomb.
Boundary conditions:
Loading: I apply displacement to the left pipe end and assess von-Mises stress at the pipe bends.
Problem: How do I create an efficient mesh for the curved cut-out parts of the sandbox? Is it sweepable?
My current attempts aren't efficient:
Meshing the pipe itself is fine.
Question: What would be your approach to mesh this? MultiZone? Should I slice the sandbox?
Thanks in advance.
How do I get the software , without downloading crack and student version.
So I am a second year Masters in Mechanical Eng. and for my thesis I am making simulations about microtablet pressing (like micro pills).
Backstory: I have never used Ansys, have used SW and Creo simulations before, but for my masters I need to use ANSYS. So I am quite new and don't understand a few things in the beautiful UI design of ANSYS.
My problem:
So I started with full on model and got 16 error messages, I thought ok I will try a simpler model, because maybe somewhere a contact is missing or something with geometries are off. So I made a cylinder with three bodies (In SW with split body feature) so I 100% know they are touching. So the upper part is applying pressure (1500Gpa) to the tablet, and the lower part is not moving (aka fixed support). Mechanical simulations are used to to test the geometries of the mold tooling.
So I wanted to know what am I doing wrong, maybe I am just tired and don't know what the hell is happening anymore (working full time as an engineer too...). But yeah maybe someone can guide me onto the right path even with a comment or something. Because I have looked all over the google about the info messages etc. and I have no more left in me lol.
Thanks guys!
Pic 1: simplified model
Pic 2: The real model without the die holder (it holds the split die in place)
Pic 3: With the die holder
I'm running a T-joint indentation analysis with two loading phases:
Step 1: Axial preload on the chord. No prescribed displacement on the brace, but the brace crown point already displaces passively (let's call it UY_residual ≈ -0.9 mm) due to chord deformation.
Step 2: Prescribed displacement applied to the brace top to simulate an indentation punch (-4 mm).
The problem: ANSYS treats the -4 mm as an absolute target. So instead of continuing from -0.9 mm down to -4.9 mm, the node returns to zero first, then goes to -4 mm. This creates a physically incorrect displacement reversal at the start of indentation.
I've tried both Remote Displacement and APDL D command — same issue with both.
What worked: Reading UY_residual via /POST1 + SET, 1, LAST + *GET inside the Step 2 Commands Object, then applying D, ALL, UY, (UY_residual + increment) as the absolute target.
Questions:
Is there a native Mechanical way to prescribe displacement relative to the current deformed state?
Is the /POST1 + *GET approach inside a Commands Object the standard practice for this?
Thanks.
Hello, I’m trying to do a simple ANSYS simulation.
The material is PETG plastic, and I want to see if the structure can handle a ~49 N downward load.
Any help would be appreciated.