Abstract
The beam model is modeled by simple beam analysis model. The finite element software ANSYS was used to analyze the model, and the two sets of models were not considered, and the shear deformation of the concrete and the steel was not taken into account. The model-one composite beam connection was adopted in the uniform arrangement of the model. The method of arrangement, comparing the results of the two groups, the value of the interface slip can be seen in the model two, due to the uniform arrangement of the way, the interface slip value is significantly reduced.
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