Simulation of load-unload test in Abaqus

  • Thread starter Thread starter Faezeh
  • Start date Start date
  • Tags Tags
    Abaqus Simulation
AI Thread Summary
The discussion focuses on simulating a load-unload test in Abaqus, where the user encounters unexpected negative forces and stresses in their model, despite expecting all values to be positive. The issue is attributed to the definition of displacement boundary conditions using amplitude, which can cause stress to overshoot into negative values. A suggested solution includes increasing the resolution of the loading amplitude by adding more points, thereby refining the increment. Additionally, starting with a simpler model, such as a single hex element, is recommended to troubleshoot the problem. Properly adjusting the model settings and verifying results are crucial for accurate simulations.
Faezeh
Messages
1
Reaction score
0
Hello,

I am trying to simulate the load-unload test in Abaqus under the following loading schedule using my UMAT (which has already been validated).
Picture1.jpg

As you see, the load-unload test is pure tensile with positive displacements; however as I modelled it in Abaqus the force-displacement curve as well as the stress-strain curves give me some negative forces (stresses), while theoretically all the stresses and strains should be positive. Here is the numerical load-displacement curve which is obtained from Abaqus:
View attachment 343408
This is the experimental result (Stress-strain):

Picture5.jpg

As you see there shouldn't be any negative forces (stresses) in the model. I don't know what is the problem with the model. it should be noted that I tried the model which is in this YouTube video ()
 

Attachments

  • Picture4.jpg
    Picture4.jpg
    38.8 KB · Views: 50
Engineering news on Phys.org
Hi,

I have encountered this issue in my cyclic loading tensile test simulation but only my stresses were negative. This usually occurs when you have defined a displacement boundary condition using amplitude to replicate the loading. Since we implement a defined displacement at a defined time step/increment, the stress tends to "overshoot" into the negative region to compensate for this definition as well as calculations done for the material by Abaqus.

I fixed it by increasing the resolution of the amplitude of loading i.e., more points in the amplitude (increasing increment from 0.001 to 0.0001 for example)

Also, I am unable to see your Abaqus result.

Hope this helps. Good luck.
 
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'm trying to decide what size and type of galvanized steel I need for 2 cantilever extensions. The cantilever is 5 ft. The space between the two cantilever arms is a 17 ft Gap the center 7 ft of the 17 ft Gap we'll need to Bear approximately 17,000 lb spread evenly from the front of the cantilever to the back of the cantilever over 5 ft. I will put support beams across these cantilever arms to support the load evenly
Back
Top