Seismic Performance of beam to column connection with opening in Abaqus
In this example, we intend to simulate seismic performance of beam to column connection with opening in the Abaqus software.
In this problem, a cyclic loading is applied to the end of the beam and then the hysteresis diagram of the Model will be drawn
In this picture, the hysteresis diagram obtained from the Abaqus software has been compared with the experimental results
In this picture, the deformation obtained from the Abaqus software has been compared with the experimental results and as you observe, there’s a good conformity between the results obtained from the Abaqus software with those mentioned in the article
Actually, as it can be observed in the picture, the Buckling has occurred both on the Beam Flange and the Beam Web
In fact , the Buckling caused the stiffness of the Model to decrease
This project has been validated, which means that the results obtained from Abaqus software are similar to the results of the article. In other words, this project is based on the article
Information about this tutorial |
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You will receive these files after purchase | Full video (Step by step) Cae file inp file Excel file (Amplitude loading) Excel file (Results) Paper (Article) |
The language of the video | English |
Duration of the video | Is 39 minutes |
Size of all files | Is 306 MB |
Video quality | Full HD, 1080p |
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Price | $ 12 |
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