Numerical analysis of steel-concrete joint section shear transfer behavior

摘要：

　　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.

作者: Jinzhi Wang Junfeng Guo Xiaomin Mao

作者单位: school of civil Engineering and Architectural,Wuhan University of Bioengineering Wuhan,China Wuhan municipal engineering research and design institute CO.LTD,Wuhan,China

会议类型: 国际会议

会议名称: The 2nd International Symposium on Application of Materials Science and Energy Materials (SAMSE 2018) 第二届材料科学应用与能源材料国际研讨会2018年

会议地点: 上海

会议语种:英文

页码: 1-6

在线出版日期: 2018-12-17（万方平台首次上网日期，不代表论文的发表时间）