Tests on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubes Connected by Thread Under Axial Compression

WANG Qingli; ZHAO Jie; PENG Kuan

doi:10.3724/j.gyjzG22102805

Volume 54 Issue 7

Jul. 2024

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WANG Qingli, ZHAO Jie, PENG Kuan. Tests on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubes Connected by Thread Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 13-22. doi: 10.3724/j.gyjzG22102805

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Tests on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubes Connected by Thread Under Axial Compression

doi: 10.3724/j.gyjzG22102805

1. School of Civil Engineering, University of Science and Technology Liaoning, Anshan 114044, China;
2. School of Intelligent Manufacturing, Chengdu Technological University, Chengdu 611730, China

Received Date: 2022-10-28
Available Online: 2024-08-16

Abstract

Abstract

A connection method of lengthening the steel tube of concrete-filled double-skin circular steel tube by inner lining tube and threaded connection has been proposed. Taking the length, depth and position of the thread as the basic parameters, 12 concrete-filled double-skin circular steel tube connected by thread through inner lining tube were designed, and the axial compression tests were carried out. By comparing specimens connected by thread with the ordinary specimens and welded specimens, the axial compressive loading-longitudinal compressive displacement curves, axial compressive loading-strain of steel tube curves and failure mode of the specimens were analyzed, and the effects of different parameters on the axial compressive bearing capacity and stiffness of the specimens were studied. The results showed that the axial compressive loading-longitudinal compressive displacement curves of the specimen could be divided into linear elastic stage, elasto-plastic stage, yield-strengthening stage and descending stage within the range of parameters studied. The bearing capacity and stiffness of the specimens connected by thread through inner lining tube were no worse than those of the ordinary specimen or the welded specimens. The bearing capacity and stiffness of the specimens increased with the increase of thread length, and bearing capacity and stiffness of the specimens connected at end section by thread through inner lining tube were higher than those of the specimens connected at middle section by thread through inner lining tube. The calculation method of the axial compressive bearing capacity of concrete-filled double-skin circular steel tube connected by thread through inner lining tube were suggested.
- concrete-filled double-skin steel tubular,
- axial compressive performance,
- thread connection,
- inner lining tube,
- bearing capacity

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References

[1]	WEI S, MAU S T, VIPULANANDAN C. Performance of new sandwich tube under axial loading: analysis[J]. Journal of Structural Engineering, ASCE, 1995, 121 (12): 1815-1821.
[2]	ZHAO X L, GRZEBIETA R H, UKUR A, et al. Tests of concrete-filled double skin (SHS outer and CHS inner) composite stub columns[J]. Advances in Steel Structures (ICASS '02), 2002, I (2): 567-574.
[3]	王文达, 张超峰, 王景玄, 等. 圆锥形中空夹层钢管混凝土轴压短柱受力机理分析[J]. 建筑科学与工程学报, 2019, 36 (3): 37-45.
[4]	陶忠, 于清. 新型组合结构柱的性能研究[J]. 建筑钢结构进展, 2006 (5): 17-29.
[5]	李龙仲, 张燎军, 张汉云. 节点连接方式对钢管混凝土结构性能的影响研究[J]. 水电能源科学, 2012, 30 (1): 165-169.
[6]	DAN G, YAO J Z, XU H Z, et.al. Seismic performance of concrete-filled steel tubular column connections using blind bolts[J]. Journal of Constructional Steel Research, 2023, 207, 107947.
[7]	DAN G, ZE X L, TAO Z, et al. Axial compressive behaviour of circular concrete-filled steel tubular stub columns with an inner bamboo culm[J]. Structures, 2020, 26: 156-168.
[8]	AHMED M M Z, ELSAYED S M M. Microstructure, crystallographic texture, and mechanical properties of friction stir welded mild steel for shipbuilding applications[J]. Materials, 2022, 15 (8), 2905.
[9]	余刘文, 上官明志. 綦江垮桥的背后[EB/OL]. (1999-01-15). http://www.peopledaily.com.cn/item/caihongqiao/a116.html.
[10]	CHEN J, YAN W, SU Y P. Concrete filled steel tube grouting sleeve connection device design and its application[J]. Applied Mechanics & Materials, 2014, 18 (3): 20-27.
[11]	武立伟, 韩旭, 陈海彬. 不同连接形式下圆钢管混凝土构件受弯性能研究[J].建筑结构学报, 2020, 41 (增刊1): 171-178.
[12]	任宏伟. 钢管混凝土灌浆套筒连接装置力学性能研究[J]. 科技资讯, 2017, 15 (2): 59-60.
[13]	陈海彬, 武立伟, 苏幼坡. 钢管灌浆套筒连接受拉性能的试验研究[J].世界地震工程, 2016, 32 (2): 18-24.
[14]	任宏伟, 陈建伟, 王宁. 钢管混凝土灌浆套筒连接装置有限元分析[J]. 河北联合大学学报(自然科学版), 2015, 37 (4): 108-112.
[15]	MENDLI A, KERDAL D, ABIDELAH A. Analysis of the behaviour of cover-plate stainless steel bolted connections[J]. Journal of Constructional Steel Research, 2022, 190, 107125.
[16]	WANG J, CHEN J. Influence of connection mode on axial tensile behavior of concrete-filled circular steel tubular members with internal lattice angle steel[J] Structures, 2019, 40 (11): 354-361.
[17]	刘学春, 和心宁, 商子轩. 装配式钢管混凝土柱柱连接方式: CN106759947A[P]. 2017-05-31.
[18]	全国螺纹标准化技术委员会.普通螺纹基本牙型: GB/T 192—2003[S]. 北京: 中国标准出版社, 2003.
[19]	中国土木工程学会.中空夹层钢管混凝土结构技术规程: T/CCES 7—2020.[S]. 北京: 中国建筑工业出版社, 2020.
[20]	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.
[21]	HUANG H. Performance analysis of hollow sandwich concrete filled steel tubular short columns[J] Structures, 2016, 25 (4): 81-82.
[22]	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: 106-114.
[23]	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.
[24]	European Committee for Standardization.Design of composite steel and concrete structures-part1-1: general rules and rules for buildings: Eurocode 4:EN 1994-1-1[S]. Brussels: ECS, 2004.
[25]	American Institute of Steel Construction.Specification for structural steel buildings: ANSI/AISC 360-16[S]. Chicago: AISC, 2016.
[26]	中华人民共和国住房和城乡建设部.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.

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