Seismic performance of rectangular ultra-high performance concrete filled steel tube (UHPCFST) columns

被引:68
作者
Cai, Heng [1 ]
Xu, Lihua [1 ]
Chi, Yin [1 ]
Yan, Yanxiang [1 ]
Yu, Chunlei [1 ]
He, Chengliang [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
Seismic performance; UHPCFST columns; Energy dissipation; Bearing capacity; Deformation capacity; COMPRESSIVE BEHAVIOR; TENSILE BEHAVIOR; CYCLIC BEHAVIOR; FIBER;
D O I
10.1016/j.compstruct.2020.113242
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the rectangular ultra-high performance concrete filled steel tube (UHPCFST) specimen columns are tested under combined axial compression and cyclic lateral loading to investigate the seismic performance. The parameters of the steel tube thickness, axial compression ratio and sectional height-width ratio are considered. The test results indicate that the plastic deformation and the cumulative damage are mainly concentrated at column's foot, the failure of the UHPCFST column demonstrates a compression-flexure failure mode. The UHPCFST specimen columns exhibit favourable deformation capacity and energy dissipation ability, and the ultimate drift ratio is within the range of 5.8%-9.8%. Using thick-walled steel tube can delay the stiffness degradation and strength degradation of UHPCFST columns, the reinforcing effect on the core UHPC provided by steel tube becomes strong after the drift ratio exceeds 4%, the vertical strain distribution of steel tube along the height of cross section basically complies with the plain section assumption. In addition, a FE model is estabilished by OpenSees to conduct parametrical analysis. Furthermore, the tested moment bearing capacities of UHPCFST columns are compared with the N-M interaction curves based on current AISC-LRFD, EC4 and AIJ code provisions to evaluate their applicability for UHPCFST columns.
引用
收藏
页数:15
相关论文
共 40 条
[1]  
AIJ, 2001, Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures
[2]  
AISC, 1999, LOAD RESISTANCE FACT
[3]   Experimental study on structural performance of UHPC and UHPFRC columns confined with steel tube [J].
An Le Hoang ;
Fehling, Ekkehard ;
Lai, Binglin ;
Duc-Kien Thai ;
Nguyen Van Chau .
ENGINEERING STRUCTURES, 2019, 187 :457-477
[4]   Evaluation of axial strength in circular STCC columns using UHPC and UHPFRC [J].
An Le Hoang ;
Fehling, Ekkehard ;
Duc-Kien Thai ;
Chau Van Nguyen .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 153 :533-549
[5]   Influence of steel fiber content and aspect ratio on the uniaxial tensile and compressive behavior of ultra high performance concrete [J].
An Le Hoang ;
Fehling, Ekkehard .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 153 :790-806
[6]   Local buckling of steel plates in rectangular CFT columns with binding bars [J].
Cai, Jian ;
Long, Yue-Ling .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (04) :965-972
[7]  
CEN (European Committee for Standardization), 2004, EUR 4 DES COMP STEEL
[8]   Structural behavior of UHPC filled steel tube columns under axial loading [J].
Chen, Shiming ;
Zhang, Rui ;
Jia, Liang-Jiu ;
Wang, Jun-Yan ;
Gu, Ping .
THIN-WALLED STRUCTURES, 2018, 130 :550-563
[9]   Seismic Performance of Hybrid Columns of Concrete-Filled Square Steel Tube with FRP-Confined Concrete Core [J].
Feng, Peng ;
Cheng, Shi ;
Yu, Tao .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2018, 22 (04)
[10]  
GB/T, 2015, GB/T31387-2015