Product Overview
In this example, we intend to simulate a Low-Yield-Point Steel Shear Panel Damper under cyclic loading in the Abaqus software.
The shear panel damper is made of BLY160 low-yield-point steel. The damper dissipates energy through the inelastic deformation of the shear panel under cyclic loading.
The numerical results are compared with the experimental results reported in the reference study to evaluate the ability of the Abaqus model to reproduce the main cyclic behavior of the tested damper.
Laboratory and Abaqus Models
The Abaqus model is developed based on the geometry and experimental configuration of the low-yield-point steel shear panel damper reported in the reference study.
The numerical model reproduces the main components and boundary conditions of the experimental specimen to investigate its cyclic behavior under reversed loading.
In this project, the RT400-LS3 specimen is modeled in Abaqus based on the experimental test.
Material Properties
The shear panel is made of BLY160 low-yield-point steel, which is the main energy-dissipating material in the damper.
The BLY160 and Q235 steel material properties are defined in Abaqus according to the reference study and assigned to the corresponding parts of the model.
The material definitions allow the Abaqus model to reproduce the inelastic deformation and cyclic behavior of the shear panel under reversed cyclic loading.
Cyclic Loading
In this problem, cyclic loading is applied to the top of the Shear Panel Damper.
The loading history is defined in Abaqus using the corresponding amplitude data.
Force-Displacement Hysteresis Diagram
After applying the cyclic loading, the Force-Displacement hysteresis diagram is obtained from the Abaqus results.
As you observe in the picture, the Force-Displacement hysteresis diagram obtained from the Abaqus software is compared with the experimental results.
Validation
This project has been validated, which means that the results obtained from the Abaqus software are similar to the results reported in the reference article.
In other words, this project is based on the reference article, and the numerical model has been developed to reproduce the experimental hysteretic behavior of the low-yield-point steel shear panel damper.
What You Will Learn
- How to model a low-yield-point steel shear panel damper in Abaqus.
- How to model BLY160 low-yield-point steel.
- How to define Q235 steel properties.
- How to define the material properties in Abaqus.
- How to define the boundary conditions.
- How to apply cyclic loading to the shear panel damper.
- How to define the cyclic loading amplitude.
- How to obtain the Force-Displacement hysteresis diagram.
- How to compare Abaqus results with experimental results.
- How to validate the numerical model using the reference article.
Key Features
- Low-Yield-Point Steel Shear Panel Damper modeling in Abaqus.
- BLY160 low-yield-point steel material.
- Q235 steel material.
- Cyclic loading analysis.
- Force-Displacement hysteresis analysis.
- Comparison between Abaqus and experimental results.
- Validation against the reference article.
- Complete Abaqus CAE file.
- Abaqus INP file.
- Excel file (Amplitude Loading).
- Excel file (Material – BLY160, Q235).
- Excel file (Results).
- Reference research paper.
- Step-by-step video tutorial.
Reference
This project is based on the reference research article. The paper is included with the project files and can be used to review the experimental model, cyclic loading protocol, material properties, and reported results.
Project Information
Important information about this project
Payment & Support
Need help with your purchase?
Secure Payment
Your payment is processed securely through our online payment system.
Need Help?
If you have any questions about this product, please contact us by email.
saeedofmoeini@gmail.com
There are no reviews yet.