外套钢管加固的钢管混凝土柱轴压力学性能研究

李孝忠; 张素梅

doi:10.13204/j.gyjzG22072710

外套钢管加固的钢管混凝土柱轴压力学性能研究

doi: 10.13204/j.gyjzG22072710

李孝忠,
张素梅^,

哈尔滨工业大学(深圳)土木与环境工程学院, 广东深圳 518055

基金项目:

国家自然科学基金面上项目（51878219）；深圳市高层次人才启动项目。

详细信息

作者简介:
李孝忠,男,1995年出生,博士研究生。

通讯作者:
张素梅,女,1963年出生,博士,教授,smzhang@hit.edu.cn。

计量
- 文章访问数: 58
- HTML全文浏览量: 10
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2022-07-27
- 网络出版日期: 2023-03-22

Axial Compression Performance and Mechanical Property of CFST Columns Reinforced with Outer Steel Tubes

LI Xiaozhong,
ZHANG Sumei^,

School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China

摘要

摘要: 既有圆和方钢管混凝土柱性能不足时，采用外套钢管可简单高效地对其进行加固。利用ABAQUS分别建立外套钢管加固的圆和方钢管混凝土柱有限元模型并与试验进行验证，分析端部长度、夹层材料厚度和强度、钢管径厚比和屈服强度以及核心混凝土强度等因素对外套钢管加固的钢管混凝土柱轴压性能的影响。结果表明：直径不小于300 mm的钢管混凝土加固后，其端部长度不超过60 mm时无需采取端部加强措施；较小的夹层材料厚度和较高的夹层材料强度有利于保证外套钢管加固效果；较小的外套钢管径厚比、较大的内层钢管径厚比和较低的核心混凝土强度均可以提升外套钢管的加固效果。基于叠加法，分别提出外套钢管加固的圆和方钢管混凝土柱轴压承载力计算方法，其预测结果与有限元及试验结果吻合良好。
- 圆钢管混凝土柱 /
- 方钢管混凝土柱 /
- 外套钢管 /
- 加固 /
- 轴压性能
Abstract: Deficient circular and square concrete-filled steel tube (CFST) columns can be reinforced with outer steel tubes effectively. In this paper, ABAQUS was utilized to establish finite element models for the circular and square CFST columns reinforced with outer steel tubes, respectively, and the models were validated through tests. Furthermore, the effects of the column end length, the thickness and strength of sandwich materials, the ratio of diameter and thickness and the yield strength of steel tubes, and the core concrete strength on the axial compression performance of the CFST columns reinforced with outer steel tubes were analyzed. The results show that no extra strengthening configuration is needed for the column with the diameter greater than 300 mm if the column end length is less than 60 mm. The low thickness and high strength of the sandwich materials can guarantee the reinforcement effect of the outer steel tubes. In addition, a small ratio of the diameter and thickness of the outer steel tubes, large ratio of the diameter and thickness of inner steel tubes, and low core concrete strength can improve the reinforcement effect of the outer steel tubes. According to the superposition method, methods for calculating the axial compression bearing capacity of the circular and square CFST columns reinforced with the outer steel tubes were proposed, and the prediction results are in good agreement with the test and finite element results.
- circular concrete-filled steel tube column /
- square concrete-filled steel tube column /
- outer steel tube /
- reinforcement /
- axial compressive performance

HTML全文

参考文献(21)

[1]	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.
[2]	ALATSHAN F, OSMAN S A, HAMID R, et al. Stiffened concrete-filled steel tubes:a systematic review[J]. Thin-Walled Structures,2020, 148.DOI: 10.1016/j.tws.2019.106590.
[3]	LAI M H, HO J C M. Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load[J]. Engineering structures,2014, 67:123-141.
[4]	LAI M H, HO J C M. Effect of continuous spirals on uni-axial strength and ductility of CFST columns[J]. Journal of Constructional Steel Research,2015,104:235-249.
[5]	林晓康, 韩林海. 火灾后方钢管混凝土柱抗震加固方法初探[C]//中国钢结构协会钢-混凝土组合结构分会第十次年会论文集. 哈尔滨:2005.
[6]	HAN L H, LIN X K, WANG Y C. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire[J]. Thin-Walled Structures,2006, 44(10):1063-1076.
[7]	ZHENG Y Q, TAO Z. Compressive strength and stiffness of concrete-filled double-tube columns[J]. Thin-Walled Structures,2019, 134:174-188.
[8]	陶忠, 庄金平, 于清. FRP约束钢管混凝土轴压构件力学性能研究[J]. 工业建筑,2005, 35(9):20-23.
[9]	TAO Z, HAN L H, ZHUANG J P. Axial loading behavior of CFRP strengthened concrete-filled steel tubular stub columns[J]. Advances in Structural Engineering,2007, 10(1):37-46.
[10]	TAO Z, HAN L H, WANG L L. Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire[J]. Journal of Constructional Steel Research,2007, 63(8):1116-1126.
[11]	ZENG J J, ZHENG Y W, LIU F, et al. Behavior of FRP Ring-Confined CFST columns under axial compression[J]. Composite Structures, 2021, 257.DOI: 10.1016/j.compstruct.2020.113166.
[12]	HU Z J, WEN Y C, WANG B X, et al. Behavior of CFRP-confined Concrete-filled square steel tube columns with section circularized under axial compression[J]. Engineering Structures, 2022, 252.DOI: 10.1016/j.engstruct.2021.113560.
[13]	张素梅, 李孝忠, 陈雄图, 等. 圆钢管约束加强的方钢管混凝土短柱轴压性能研究[J]. 建筑结构学报,2021, 42(增刊2):170-179.
[14]	张素梅, 李孝忠, 卢炜, 等. 钢管约束的钢管混凝土短柱轴压性能试验研究[J]. 建筑结构学报,2022, 43(6):21-33.
[15]	ZHANG S M, LI X Z, CHEN X T, et al. Behavior of circular-steel-tube-confined square CFST short columns under axial compression[J]. Journal of Building Engineering, 2022, 51.DOI: 10.1016/j.jobe.2022.104372.
[16]	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, 2007.
[17]	TAO Z, WANG Z B, YU Q. Finite element modelling of concrete-filled steel stub columns under axial compression[J]. Journal of Constructional Steel Research,2013, 89:121-131.
[18]	MANDER J B, PRIESTLEY M J N, PARK R. Theoretical stress strain model for confined concrete-Mander-1988[J]. Journal of Structural Engineering,1988, 114(8):1804-1826.
[19]	RABBAT B G, RUSSELL H G. Friction coefficient of steel on concrete or grout[J]. Journal of Structural Engineering,1985, 111(3):505-515.
[20]	BALTAY P, GJELSVIK A. Coefficient of friction for steel on concrete at high normal stress[J]. Journal of Materials In Civil Engineering,1990, 2(1):46-49.
[21]	OLOFSSON U, HOLMGREN M. Friction measurement at low sliding speed using a servohydraulic tension-torsion machine[J]. Experimental Mechanics,1994, 34(3):202-207. 2209000020802121罗大明.fbd