Experimental research on axial compression performance of CFRP-confined concrete-filled double skin steel tube stub columns

LIAO Jing; TANG Hongyuan; YUE Zhaoyang; ZENG Yuejia; ZHOU Xiaojun

doi:10.11835/j.issn.2096-6717.2021.109

您当前的位置：

首页 >

文章列表页 >

Experimental research on axial compression performance of CFRP-confined concrete-filled double skin steel tube stub columns

Civil Engineering | 更新时间：2023-07-10

- Experimental research on axial compression performance of CFRP-confined concrete-filled double skin steel tube stub columns
- Journal of Civil and Environmental Engineering Vol. 45, Issue 4, Pages: 124-132(2023)
- 作者机构：
  
  西华大学结构工程研究所，成都 610039
- 作者简介：
  
  brief: LIAO Jing (1996- ), main research interest: structural engineering, E-mail: 1145671173@qq.com.
  TANG Hongyuan （corresponding author）, PhD, professor, E-mail: tanghyseu@163.com.
- 基金信息：
  
  Chunhui Project of Ministry of Education(Z2016156)
- DOI：10.11835/j.issn.2096-6717.2021.109
  CLC： TU375.3
- Received：10 March 2021，
  
  Published：25 August 2023
- 稿件说明：
移动端阅览
LIAO Jing, TANG Hongyuan, YUE Zhaoyang, et al. Experimental research on axial compression performance of CFRP-confined concrete-filled double skin steel tube stub columns[J]. Journal of Civil and Environmental Engineering, 2023, 45(4): 124-132.
DOI：

LIAO Jing, TANG Hongyuan, YUE Zhaoyang, et al. Experimental research on axial compression performance of CFRP-confined concrete-filled double skin steel tube stub columns[J]. Journal of Civil and Environmental Engineering, 2023, 45(4): 124-132. DOI： 10.11835/j.issn.2096-6717.2021.109.

摘要

对圆中空夹层钢管混凝土（CFDST）短柱和CFRP约束CFDST(CFRP-CFDST)短柱进行了轴压试验，研究混凝土强度和CFRP粘贴层数对CFRP约束CFDST短柱轴压性能的影响，得到了CFDST短柱和CFRP约束CFDST短柱的典型破坏模式、荷载—位移曲线及荷载—应变曲线。试验结果表明：与CFDST试件相比，CFRP约束CFDST试件的极限承载能力显著提高，且贴布层数越多，钢管混凝土短柱的极限承载力越高。给出了避免内钢管先于外钢管屈曲破坏的内钢管最小壁厚计算式，并提出了CFRP约束CFDST短柱的轴压极限承载力计算式，该计算式计算结果与试验结果吻合较好。

Abstract

In this work

the axial compression tests of circular concrete-filled double skin steel tube (CFDST) stub columns and CFRP-confined CFDST (CFRP-CFDST) stub columns were carried out. The influences of concrete strength

the number of CFRP layers on the axial compression performance of CFRP-confined CFDST stub columns were investigated. The typical failure modes

the load-displacement curves and load-strain curves of CFDST stub columns and CFRP-confined CFDST stub columns were obtained. The test results show that the ultimate bearing capacity of CFRP-confined CFDST specimens is significantly improved compared with that of CFDST specimens. And the more layers of CFRP

the higher the ultimate bearing capacity of CFST stub columns. Finally

the calculation formula of the minimum wall thickness of the inner steel tube to avoid the buckling failure of the inner steel tube prior to that of the outer steel tube is given. And a calculation formula of the ultimate bearing capacity of CFRP-confined CFDST stub columns under axial compression is proposed. The prediction results of the presented calculation method agree well with the experimental results.

关键词

Keywords

references

HAN L H , YE Y , LIAO F Y . Effects of core concrete initial imperfection on performance of eccentrically loaded CFST columns [J]. Journal of Structural Engineering , 2016 , 142 ( 12 ): 04016132 .

HAN L H , LI W , BJORHOVDE R . Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members [J]. Journal of Constructional Steel Research , 2014 , 100 : 211 - 228 .

韩林海 . 钢管混凝土结构: 理论与实践 [M]. 3版 . 北京 : 科学出版社 , 2016 .

HAN L H . Concrete filled steel tubular structures: Theory and practice [M]. Beijing : Science Press , 2016 . (in Chinese)

LIANG Q Q . Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression [J]. Engineering Structures , 2017 , 131 : 639 - 650 .

ZHANG Y R , WEI Y , ZHAO K , et al . Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression [J]. Soil Dynamics and Earthquake Engineering , 2020 , 139 : 106414 .

ZHANG Y B , HAN L H , LI W . Analytical behaviour of tapered CFDST stub columns under axially partial compression [J]. Journal of Constructional Steel Research , 2017 , 139 : 302 - 314 .

ELCHALAKANI M , ZHAO X L , GRZEBIETA R . Tests on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression [J]. Thin-Walled Structures , 2002 , 40 ( 5 ): 415 - 441 .

UENAKA K . CFDST stub columns having outer circular and inner square sections under compression [J]. Journal of Constructional Steel Research , 2016 , 120 : 1 - 7 .

ESSOPJEE Y , DUNDU M . Performance of concrete-filled double-skin circular tubes in compression [J]. Composite Structures , 2015 , 133 : 1276 - 1283 .

TAO Z , HAN L H . Behaviour of concrete-filled double skin rectangular steel tubular beam-columns [J]. Journal of Constructional Steel Research , 2006 , 62 ( 7 ): 631 - 646 .

WANG F C , HAN L H , LI W . Analytical behavior of CFDST stub columns with external stainless steel tubes under axial compression [J]. Thin-Walled Structures , 2018 , 127 : 756 - 768 .

HSIAO P C , KAZUHIRO HAYASHI K , NISHI R , et al . Investigation of concrete-filled double-skin steel tubular columns with ultrahigh-strength steel [J]. Journal of Structural Engineering , 2015 , 141 ( 7 ): 04014166 .

LI W , CAI Y X . Performance of CFDST stub columns using high-strength steel subjected to axial compression [J]. Thin-Walled Structures , 2019 , 141 : 411 - 422 .

郑云 , 叶列平 , 岳清瑞 . FRP加固钢结构的研究进展 [J]. 工业建筑 , 2005 , 35 ( 8 ): 20 - 25, 34 .

ZHENG Y , YE L P , YUE Q R . Progress in research on steel structures strengthened with FRP [J]. Industrial Construction , 2005 , 35 ( 8 ): 20 - 25, 34 . (in Chinese)

王庆利 , 王金鱼 , 张永丹 . CFRP—钢管砼轴压短柱受力性能分析 [J]. 工程力学 , 2006 , 23 ( 8 ): 102 - 105, 149 .

WANG Q L , WANG J Y , ZHANG Y D . Mechanical property analysis on axially compressed concrete filled circular cfrp-steel tube stub columns [J]. Engineering Mechanics , 2006 , 23 ( 8 ): 102 - 105, 149 . (in Chinese)

王庆利 . CFRP—钢管混凝土 [M]. 北京 : 科学出版社 , 2017 .

WANG Q L . Concrete filled circular CFRP-steel tube [M]. Beijing : Science Press , 2017 . (in Chinese)

唐红元 , 周祥 , 黄靖翔 , 等 . CFRP与不锈钢界面黏结性能试验研究 [J]. 建筑结构学报 , 2018 , 39 ( 12 ): 185 - 193 .

TANG H Y , ZHOU X , HUANG J X , et al . Experimental study on bond behavior of CFRP-to-stainless steel interface [J]. Journal of Building Structures , 2018 , 39 ( 12 ): 185 - 193 . (in Chinese)

唐红元 , 许龙 , 马梦淋 , 等 . 外贴碳纤维复材加固不锈钢方管短柱轴心受压试验研究 [J]. 工业建筑 , 2018 , 48 ( 7 ): 180 - 187 .

TANG H Y , XU L , MA M L , et al . Experimental study on short stainless steel square tube strengthened with CFRP sheets under axial compression [J]. Industrial Construction , 2018 , 48 ( 7 ): 180 - 187 . (in Chinese)

TANG H Y , CHEN J L , FAN L Y , et al . Experimental investigation of FRP-confined concrete-filled stainless steel tube stub columns under axial compression [J]. Thin-Walled Structures , 2020 , 146 : 106483 .

WANG J , LIU W Q , ZHOU D , et al . Mechanical behaviour of concrete filled double skin steel tubular stub columns confined by FRP under axial compression [J]. Steel and Composite Structures , 2014 , 17 ( 4 ): 431 - 452 .

金属材料拉伸试验第1部分：室温试验方法 : GB/T 228.1—2010 [S]. 北京 : 中国标准出版社 , 2011 .

Metallic materials-Tensile testing-Part 1: Method of test at room temperature : GB/T 228.1—2010 [S]. Beijing : Standards Press of China , 2011 . (in Chinese)

TAO Z , HAN L H , ZHAO X L . Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns [J]. Journal of Constructional Steel Research , 2004 , 60 ( 8 ): 1129 - 1158 .

LI W , REN Q X , HAN L H , et al . Behaviour of tapered concrete-filled double skin steel tubular (CFDST) stub columns [J]. Thin-Walled Structures , 2012 , 57 : 37 - 48 .

HU Y M , YU T , TENG J G . FRP-confined circular concrete-filled thin steel tubes under axial compression [J]. Journal of Composites for Construction , 2011 , 15 ( 5 ): 850 - 860 .

YAN X F , ZHAO Y G . Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns [J]. Journal of Constructional Steel Research , 2020 , 170 : 106114 .

钢管混凝土结构技术规范 : GB 50936—2014 [S]. 北京 : 中国建筑工业出版社 , 2014 .

Technical code for concrete filled steel tubular structures : GB 50936—2014 [S]. Beijign : China Architecture & Building Press , 2014 . (in Chinese)

EKMEKYAPAR T , GHANIM HASAN H . The influence of the inner steel tube on the compression behaviour of the concrete filled double skin steel tube (CFDST) columns [J]. Marine Structures , 2019 , 66 : 197 - 212 .

KERR A D , SOIFER M T . The linearization of the prebuckling state and its effect on the determined instability loads [J]. Journal of Applied Mechanics , 1969 , 36 ( 4 ): 775 - 83 .

SUN S M , NATORI M C . Numerical solution of large deformation problems involving stability and unilateral constraints [J]. Computers & Structures , 1996 , 58 ( 6 ): 1245 - 1260 .

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Mechanical behavior of concrete-filled steel tubular columns embedded with H-shaped steel tubular under multi-load

Experimental study of flexural performance of raw bamboo

Hysteretic behavior of fabricated H-shaped steel web opening energy dissipation support

Bending behavior of concrete-filled steel tube members with reinforcing lattice angle

Bearing capacity of screw anchor with large anchor plate in silty clay

Related Author

ZHAO Xuan

PI Zhengbo

TAO Xiu

LUO Yintao

NIE Ying

CHEN Chunjun

WANG Yuhang

HE Ziqi

Related Institution

CISDI Engineering Corporation

Department of Building Engineering, Hunan Institute of Engineering

College of Civil Engineering, Chongqing University

School of Civil Engineering, Ministry of Education, Chongqing University

Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University

AI问答

Address：Journals Department, Chongqing University, 174 Shazhengjie, Chongqing 400044, P.R.China Postal code：400044
Tel：+86-23-65111322 Email：xuebao@cqu.edu.cn
Technical support is provided by Beijing Founder electronics co., LTD 京ICP备09064830号-19 京公网安备11010802024621
It is recommended to read the content of this site in Chrome&IE9+. Please switch to extreme mode in browser 360.
Cookies We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the use of cookies.

⁰