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Seismic behavior of the welded unreinforced flange-welded web (WUF-W) connection to column Abaqus

In this example we intend to simulate the Seismic behavior of the welded unreinforced flange-welded web connection to column in the Abaqus software

As you observe in the picture, this Model is composed of beam, column, shear plate , continuity plate and stiffener 

In this question, a cyclic loading is applied to the top of the beam and following that it’s hysteresis diagram will be drawn

In this picture, the hysteresis diagram gained from the Abaqus software has been compared with the experimental results

In this picture, deformation of the Model undergoing the cyclic loading can be observed

In this picture the deformation obtained from the Abaqus software has been compared with the 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

Full video (Step by step)


Cae file


inp file


Excel file (Amplitude loading)


Excel file (Results)


Paper (Article)

You will receive these files after purchase

English

The language of the video

Is 36 minutes

Duration of the video

Is 300 MB

Size of all files

Full HD, 1080p

Video quality

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Method of receiving

PayPal , Credit card , Tether

Payment Method

$ 8

Price

Email : saeedofmoeini@gmail.com

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