Simulation of load-unload test in Abaqus

In summary, the simulation of load-unload tests in Abaqus involves modeling the mechanical behavior of materials under cyclic loading conditions. The process includes defining the material properties, setting up the geometry, applying boundary conditions, and specifying the load sequence. The simulation helps analyze the material's response to repeated loading and unloading, allowing for the assessment of fatigue, deformation, and failure mechanisms. Results from the simulation provide valuable insights for engineering applications, aiding in the design and optimization of components subjected to variable loads.
  • #1
Faezeh
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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 ()
 

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  • #2
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.
 
  • #3
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FAQ: Simulation of load-unload test in Abaqus

What is a load-unload test in the context of finite element analysis?

A load-unload test in finite element analysis (FEA) refers to a simulation where a structure or material is subjected to a load, then that load is removed, and the response of the structure is analyzed. This type of test helps in understanding the material behavior under cyclic loading conditions, including elastic and plastic deformations, and is crucial for assessing the durability and fatigue life of materials.

How do I set up a load-unload test in Abaqus?

To set up a load-unload test in Abaqus, you need to define the material properties and create a model of the structure. After that, you can apply a static load using a step in the analysis, followed by a second step where the load is removed. You will typically use the *Static General* step for loading and unloading, and you may need to define appropriate boundary conditions and interaction properties to accurately simulate the test.

What elements should I use for a load-unload test in Abaqus?

The choice of elements for a load-unload test in Abaqus depends on the geometry and type of analysis you are conducting. For 2D problems, you might use plane stress or plane strain elements, such as CPE4 or CPE8. For 3D problems, solid elements like C3D8 or C3D20 are commonly used. It is essential to select elements that can accurately capture the stress distribution and deformation behavior of the material under the applied loads.

How can I visualize the results of a load-unload test in Abaqus?

To visualize the results of a load-unload test in Abaqus, you can use the Visualization module after the analysis is complete. You can plot displacement, stress, strain, and other results over the load history. Additionally, you can create contour plots, deformed shape plots, and animations to better understand the structural response during loading and unloading phases.

What are common issues encountered during load-unload simulations in Abaqus?

Common issues during load-unload simulations in Abaqus include convergence problems, especially when large deformations or nonlinear material behavior are involved. Additionally, improper boundary conditions or mesh refinement can lead to inaccurate results. It is also essential to ensure that the material models used are appropriate for the loading conditions, as incorrect material definitions can significantly affect the simulation outcome.

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