A Review of the Research Progress on Hysteretic Behavior of Steel Tubular Intersecting Joints

Xuewen Luo

doi:10.6919/ICJE.202411_10(11).0006

Authors

Xuewen Luo

DOI:

https://doi.org/10.6919/ICJE.202411_10(11).0006

Keywords:

Tubular Intersecting Joints; Hysteretic Behavior; Research Progress; Literature Review.

Abstract

Steel tubular structures is widely used in large-span public buildings and mid to high rise buildings, and tubular intersecting joints is one of common form of joint in steel tubular structures. The main research results on the hysteretic behavior of three kinds of tubular intersecting joints internationally is reviewed in the paper,including ordinary tubular intersecting joints,reinforced tubular intersecting joints,and high-strength steel intersecting joints. and based on these research, propose several opinions for further research on the hysteretic behavior of steel pipe joints.

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References

[1] Kurobane Y. Static Behavior and Earthquake Resistance Design of Welded Tubular Structures[C]. Mechanics and Design of Tubular Structures,1998,53-116.

[2] Wenwei YANG, Xiuli WANG. Numerical analysis of hysteretic behavior of unstiffened overlapped CHS K-joints in steel pipe structures by finite element method[J], Journal of Harbin Engineering University, 2012, 33(12):1486-1491.

[3] Wenwei YANG, Xiuli WANG. Experimental research on seismic behavior of unstiffened overlapped CHS K-joints[J]. Journal of Building Structures, 2013, 34(01) :85-92.

[4] Zhenyu WU, Peng CHEN, Yuanyang WANG. Experimental study on the hysteretic behavior of T-type SHS joints[J], China Civil Engineering Journal, 2008,41(12) :8-13.

[5] Hongfei CHANG, Zi LUO, Wei XU,et al. Axial hysteretic behavior of weldel steel square tubular T-joints[J].Journal of China University of Mining & Technology,2018, 47(04):913-920.

[6] Bida ZHAO, Jiali WU, Fulong LI, et al. EXperimental study on seismie behavior of CHST-type tubular joints under bending[J]. Journal Of Zhejiang University Of Technology, 2024, 52(02) :149-155.

[7] Soh C K, Fung T C, Qin F, et al. Behavior of completely overlapped tubular joints under cyclic loading[J].Journal of Structural Engineering. Journal of structural engineering,2001,127(2) :122-128.

[8] Jie BAI . Study on hysteretic behavior of circular steel tubular N-joints[J].Industrial Construction, 2012,42(S1) :252-255.

[9] Bida ZHAO, Yangzheng CAI, Zeyang YAO. Experimental study on the hysteretie behavior of CHS X-joints under cyclic brace axial loads[J]. Journal of Zhejiang University of technology, 2021,49(03) :290-294.

[10] Bida ZHAO, Shikang LIN, Jieyou CHEN, et al. Experimental study on the in plane flexural hysteretie behavior of CHS X-joints[J].J.Xi'an Univ of Arch.&,Tech.(Natural Science Edition) ,2022,54(04) :517-523.

[11] Bida ZHAO, Zhenzhe HUANG, Zhihua SHAO, et al. Experimental study on seismic behavior of circular hollow section( CHS)X-joints under in-plane bending[J].Building Structure, 2023,53(16) :14-20.

[12] Xiande MENG, Yiyi CHEN, Wei WANG. A hysteretic model of unstiffened CHS X-joints under out-of-plane bending[J].China Civil Engineering Journal, 2012,45(08) :8-14.

[13] Bida ZHAO, Yiyi CHEN. Hysteretic model for unstiffened CHS X-joints under cyclic out-of-plane bending and axial force[J].Engineering Mechabics, 2013,30(06) :83-92.

[14] Yiyi CHEN, Zuyan SHEN, Hong ZHAI, et al. Experimental research on hysteretic property of unstiffened space tubular joints[J]. Journal of Building Structures,2003,24(6) :57-62.

[15] Bida ZHAO, Yangzheng CAI, Zeyang YAO. Study on Seismic Behavior of Unstiffened Circular Hollow Section KK-joints under Out-of-plane Bending[J]. Journal of Zhengzhou University ( Engineering Science) ,2021,42(02) :7-12.

[16] Yiyi CHEN, Bida ZHAO, Wei WANG, et al. Behavior of unstiffened CHS KK-joints under cyclic out-of-plane bending[J]. China Civil Engineering Journal, 2010,43(11) :8-16.

[17] Tao LI, Yongbo SHAO. Study on hysteretic behavior of square tubular T-joints with increased chord thickness[J]. Journal of Building Structures,2011,32(04) :142-150.

[18] Yanfei JIN, Yongbo SHAO, Yanhua XU.Hysteretic Analysis of Circular Tubular T-joints with Chord Reinforcement[J]. J. of HUST. ( Urban Science Edition) ,2010,27(02) :78-81.

[19] Yongbo SHAO, Yongsheng YUE, Yanqing CAI. Experimental study on hysteretic behavior of circular tubular T-joints reinforced collar-plate[J].Engineering Mechabics, 2011,28(10) :209-215.

[20] Yongbo SHAO, Wenjie WANG, Ying CHEN. Experimental Study on Hysteretic Behavior of Square Tubular T-Joints Reinforced with Collar Plate. Journal of southwest jiaotong university,2013,48(01) :75-80.

[21] Hongfei CHANG, Rui ZHANG, Xinyi SONG, et al.Axial Hysteretic Behavior of Square Hollow Section T-joints Reinforced with L-shaped Collar-Plate. Progress in Steel Building Structures,2023,25(02) :14-22.

[22] Peijia DAI, Feiyu LIAO, Jingfeng WANG, et al. Tests on hysteretic performance of concrete filled steel tubular T-joints with spherical-cap gap reinforced by ring plate[J].Engineering Mechabics, 2022:1-13.

[23] Zilin LI, Bin ZHU, Liangqin WU, et al. Experimental research on hysteretic behavior of unstiffened tubular N-joints. Journal of Building Structures,2008,29(06) :69-74.

[24] Ju CHEN, Juan CHEN, Xiaohong SHENG, et al.Experimental study on hysteretic behavior of concrete-filled tubular T-joints. Journal of Building Structures2009,30(S2) :208-212.

[25] Gang SHI, Huiyong BAN, Yongjiu SHI, et al. Overview of research progress for high strength steel structures[J].Engineering Mechabics, 2013,30(01) :1-13.

[26] Hu YF, Chung KF, Ban H, et al. Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending [J]. Engineering Structures,2022, 250:113317.

[27] Hu YF, Chung KF, Ban H, et al. Investigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal welding [J]. Engineering Struct,2020,219:110911.

[28] Zhishen YUAN, Siguang YIN, Yao YAO, et al. Experimental Research on Hysteretic Behavior of High-Strength Steel CHS T-Joints Under Axial Loads[J]. Industrial Construction,2024:1-19.