Stainless steel beam-to-column bolted connection under monotonic loading Abaqus
In this example we intend to simulate stainless steel beam-to-column bolted connection under monotonic loading in the Abaqus software
As you observe in the picture, this Model is composed of beam, column, end plate and bolt
In this question, beam has been connected to end plate using weld , and end plate has been connected to the column by 6 bolts
In this question, a monotonic loading is applied to the end of the beam and then the moment-rotation diagram will be drawn
In this picture, the moment-rotation diagram obtained from abaqus software has been compared with experimental results
In this picture, the deformation of the model undergoing a monotonic loading can be observed
In this picture, the results gained from the abaqus software have been compared with the experimental results. As you observe, there is a good conformity between the abaqus results and experimental results
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 (Results) Paper (Article) |
The language of the video | English |
Duration of the video | Is 36 minutes |
Size of all files | Is 300 MB |
Video quality | Full HD, 1080p |
Method of receiving | After payment, the download link will be sent to your email immediately |
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Price | $ 12 |
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