Tinni1
Civil/Environmental
- Sep 27, 2021
- 157
Hello,
I am simulating a compression test on a cold-formed steel-lipped channel column (stud). The column is connected with a small length of a U section (track) at the top and bottom.
There is a gap between the stud and the track, and I have modeled the gap.
Initially, I defined the normal contact condition between the stud and the track as hard contact, but the analytical curve's slope was much stiffer than the test curve. I have tried refining the mesh, making the boundary condition more accurate, using an accurate material model derived from coupon test data. But the slope is not reducing.
Now, I am trying to model a soft contact formulation.
First, I tried the linear relationship by defining the contact stiffness k as a percentage of the base metals' Youngs's modulus value. Thus the slope of the analytical curve reduced a little.
Now, I want to try the parabolic relation of the soft contact formulation.
For this, we need to define two parameters:
1. Distance at the zero pressure.
2. Contact pressure at zero distance.
My queries are:
1. From my understanding, the distance at zero pressure could be the gap between the stud and the track. Is it correct?
2. How much contact pressure value should I put on the pressure at zero distance? Is there any thumb rule to guess the initial magnitude?
Could you please provide any guidance on this?
Many thanks
I am simulating a compression test on a cold-formed steel-lipped channel column (stud). The column is connected with a small length of a U section (track) at the top and bottom.
There is a gap between the stud and the track, and I have modeled the gap.
Initially, I defined the normal contact condition between the stud and the track as hard contact, but the analytical curve's slope was much stiffer than the test curve. I have tried refining the mesh, making the boundary condition more accurate, using an accurate material model derived from coupon test data. But the slope is not reducing.
Now, I am trying to model a soft contact formulation.
First, I tried the linear relationship by defining the contact stiffness k as a percentage of the base metals' Youngs's modulus value. Thus the slope of the analytical curve reduced a little.
Now, I want to try the parabolic relation of the soft contact formulation.
For this, we need to define two parameters:
1. Distance at the zero pressure.
2. Contact pressure at zero distance.
My queries are:
1. From my understanding, the distance at zero pressure could be the gap between the stud and the track. Is it correct?
2. How much contact pressure value should I put on the pressure at zero distance? Is there any thumb rule to guess the initial magnitude?
Could you please provide any guidance on this?
Many thanks