期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2018
卷号：153
期号：5
页码：052057
DOI：10.1088/1755-1315/153/5/052057
语种：English
出版社：IOP Publishing
摘要：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.
