Abstract
The location, structural form, thickness and geometric dimensions of steel-concrete joint section and its shear connector form, shear connector layout are not the same, the mechanical properties of the joint section are not uniform. It is necessary to calculate and analyze the mechanical properties of the joint section. the part finite element simulation model joint section is established, considering most unfavorable load combination condition, mainly analyzed the steel section, the steel transition section, the concrete section and the concrete transition section. It is obtained that stress distribution, deformation trend, and larger stress value position, the stress horizontal, vertical and vertical distribution quantitatively in each maximum inner force working condition so as to offer reference for design and construction departments.
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