八角形中空钢管混凝土组合柱轴压力学性能

张颖; 王蕊; 赵晖; 安国青

doi:10.13204/j.gyjzG20122411

八角形中空钢管混凝土组合柱轴压力学性能

doi: 10.13204/j.gyjzG20122411

太原理工大学土木工程学院, 太原 030024

基金项目:

中国博士后科学基金 (2020M670656)。

详细信息

作者简介:
张颖,女,1995年出生,硕士研究生。

通讯作者:
赵晖,男,1988年出生,博士,副教授,zhaohui01@tyut.edu.cn。

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- 文章访问数: 135
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- 被引次数: 0
出版历程
- 收稿日期: 2020-12-24
- 网络出版日期: 2022-07-23
- 刊出日期: 2022-07-23

Mechanical Properties of Octagonal Hollow Concrete Filled Steel Tube Short Columns Under Axial Compression

College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China

摘要

摘要: 通过对八角形中空钢管混凝土组合柱与八角形中空钢筋混凝土柱对比试件进行了轴心受压试验与有限元分析,重点研究了八角形中空钢管混凝土组合柱的试验现象、试验全曲线、受力全过程以及试件各部分接触作用,并基于修正的GB 50010—2010《混凝土结构设计规范》计算并对比分析了试件的承载力与轴压刚度。结果表明:轴压荷载作用下,混凝土、纵筋与内钢板能够协同工作;中空方形高强RC短柱表现出较高的承载力和刚度;截面尺寸与混凝土强度对构件承载力、轴压刚度和延性影响显著,内钢板厚度对其承载力、刚度和延性影响不明显;采用修正的《混凝土结构设计规范》对该类构件承载力预测结果较为保守,对轴压刚度预测较好。
- 中空高强钢筋混凝土(RC)柱 /
- 内钢板 /
- 轴压性能 /
- 有限元分析 /
- 计算公式
Abstract: The mechanical properties of specimens, including the octagonal hollow concrete short columns with inner steel plate and the columns with inner longitudinal steel, were experimentally and numerically investigated under axial compression. The experimental phenomena, the whole test curves, the whole process of stress and the stress contact between each component were emphatically analyzed. The bearing capacity and the stiffness under axial compression obtained from tests were also compared with those calculated by using the revised Code for Design of Concrete Structures (GB 50010—2010). The results showed that the concrete, longitudinal bars and inner steel plates could work together under axial compression. The square high-strength hollow RC short columns showed high load-bearing capacity and stiffness. The sectional dimensions and concrete strength had significant influence on the bearing capacity, stiffness and ductility of the members. However, the thickness of inner steel plate had little influence. The predicted bearing capacity based on the revised GB 50010—2010 was conservative compared to the test results, while the prediction of the stiffness agreed well.
- high-strength hollow RC column /
- inner steel plate /
- mechanical properties under axial compression /
- finite element analysis /
- design formula

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参考文献(16)

[1]	李慧.高强混凝土及其组合结构[M].北京:科学出版社, 2004:12.
[2]	陶忠,于清.新型组合结构柱:试验、理论与方法[M].北京:科学出版社, 2006:23.
[3]	韩林海,陶忠,王文达.现代组合结构和混合结构:试验、理论和方法[M].北京:科学出版社, 2009:17.
[4]	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, 2016:68-77, 225.
[5]	杨俊杰,徐汉勇,彭国军.八边形中空夹层钢管混凝土轴压短柱力学性能的研究[J].土木工程学报, 2007,40(2):34.
[6]	黄宏.圆中空夹层钢管混凝土内管径厚比限值探讨[J].华东交通大学学报,2011,28(3):31-34.
[7]	HAN T H,STALLINGS J M, CHO S K, et al. Behavior of a hollow RC column with an internal tube[J]. Magazine of Concrete Research, 2010, 62(1):25-38.
[8]	HAN T H, YOON K Y, KANG Y J. Compressive strength of circular hollow reinforced concrete confined by an internal steel tube[J]. Construction and Building Materials, 2010,24(9):1690-1699.
[9]	WON H W, HAN T H, KIM S, et al. Optimum confining effect in steel composite hollow RC column with inner tube under compressive load[J]. Magazine of Concrete Research, 2014, 66(9):433-446.
[10]	任庆新,孙明海,贾连光.圆锥形中空钢管混凝土叠合柱短柱试验研究[J].工程力学, 2014, 31(12):134-172.
[11]	李明闯.塑钢纤维轻骨料混凝土空心短柱轴压性能试验研究[D].包头:内蒙古科技大学, 2019.
[12]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2015.
[13]	尧国皇,李永进,廖飞宇.钢管混凝土叠合柱轴压性能研究[J].建筑结构学报,2013,34(5):114-121.
[14]	BALTAY P, GJELSVIK A. Coefficient of friction for steel on concrete at high normal stress[J]. Journal of Materials in Civil Engineering, ASCE, 1990, 2(1):46-49.
[15]	卢炜.钢管约束的钢管混凝土短柱轴压性能研究[D].哈尔滨:哈尔滨工业大学, 2018.
[16]	YU L, VINTZILEOU E,ZHANG G F, et al. Reinforced concrete scaled columns under cyclic actions[J]. Soil Dynamics and Earthquake Engineering, 1999, 18(2):151-167.