Analytical Behaviour of Rectangular Concrete Filled Stainless Steel Tubular Columns under Bi-axial Eccentric Compression

摘要：

　　The aim of this paper is to numerically investigate the behavior of the rectangular concrete filled stainless steel tubular(CFSST)columns subjected to bi-axial eccentric compression.A finite element(FE)model for modelling the bi-axial eccentric compressive behaviour was established.The FE predictions were verified against the test results.Behaviour analysis was then performed to investigate the typical curves of load versus deformation,the internal force distribution,stress development and interaction of stainless steel tube and core concrete during the loading process.

作者: Yongjin Li Wenhua Liu Hao Han

作者单位: College of Transportation and Civil Engineering,Fujian Agriculture and Forestry University,Fuzhou,Fujian,350002,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）