EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES

ZHANG Ailin; SU Lei; CAO Zhiliang; PU Shuanghui; LIN Haipeng

doi:10.13204/j.gyjzG21012710

Volume 51 Issue 2

Jun. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(2): 59-65,89

Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin. EXPERIMENTAL STUDY OF CRACK OF CFRP － PCPS COMPOSITES REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013

Citation:

ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710

Citation:

PDF( 13420 KB)

EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES

doi: 10.13204/j.gyjzG21012710

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing 100124, China;
3. Beijing Jianyi Investment Development (Group) Co., Ltd., Beijing 100071, China

Received Date: 2021-01-10
Available Online: 2021-06-04

Abstract

Abstract

A kind of Z-shaped all-bolted beam-to-column joint with double connection plates was proposed. The two specimens were designed by rigid connection philosophy in the paper. The quasi-static tests and finite element analysis were conducted for comparative study between the novel joint and conventional joint. The failure modes, hysteretic curves, skeleton curves, ductility factors, energy-dissipating capacities and anti-seismic performances were obtained. The results showed that the failure mode of Z-shaped beam-to-column bolted joint was the fracture on cantilever-beam flange connected to the column, and the web of the beam; the joints were rigidly and steadily connected, and there were no obvious sliding between the cover plates and the beam flanges; the dissipate energy mainly of specimens depended on the yield deformation; compared with the conventional joint, the Z-shaped joint possessed more stable hysteretic performance and larger displacement angle of failure; the bearing capacity of the novel joint was similar to the conventional joint, and its stiffness degradation trend was more low; the novel joint had a larger plastic development area, which could effectively improve the energy-dissipation performance, ductility and other seismic behaviors.
- all-bolted,
- beam-to-column joint,
- quasi-static test,
- finite element analysis,
- seismic behaviors

FullText(HTML)

References(13)

References

张爱林.工业化装配式高层钢结构体系创新、标准规范编制及产业化关键问题[J].工业建筑,2014,44(8):1-6

,38.

WHEELER A T. Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections[J]. Journal of Structural Engineering, 1998,124(2):164-173.

WHEELER A T, CLARKE M J, HANCOCK G J. FE Modeling of Four-Bolt, Tubular Moment End-Plate Connections[J]. Journal of Structural Engineering, 2000, 126(7):816-822.

POPOV E P, BALAN T A, YANG T S. Post-Northridge Earthquake Seismic Steel Moment Connections[J]. Earthquake Spectra, 1998, 14(4):659-677.

胡方鑫,施刚,石永久,等.工厂加工制作的特殊构造梁柱节点抗震性能试验研究[J].建筑结构学报,2014,35(7):34-43.

郁有升, 王燕. 钢框架梁翼缘削弱型节点力学性能的试验研究[J]. 工程力学, 2009, 26(2):168-175.

郁有升,魏丽,付国贤,等.一种新型梁柱装配式刚性节点的非线性静力分析[J].世界地震工程,2014,30(1):50-56.

张爱林,郭志鹏,刘学春,等.带Z字形悬臂梁段拼接的装配式钢框架节点抗震性能分析[J].北京工业大学学报,2016,42(11):1669-1680.

张爱林, 郭志鹏, 刘学春,等. 带Z字形悬臂梁段拼接的装配式钢框架节点抗震性能试验研究[J]. 工程力学, 2017(8):31-41.

中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.

中华人民共和国住房和城乡建设部. 高层民用建筑钢结构技术规程:JGJ 99-2015[S]. 北京:中国建筑工业出版社,2015.

全国钢标准化技术委员会.GB/T 228.1-2010《金属材料拉伸试验第1部分:室温试验方法》实施指南[M]. 北京:中国标准出版社, 2012.

中华人民共和国住房和城乡建设部. 建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.

Relative Articles

[1]	DU Min, CHEN Siyuan, GUO Jingye, HAO Han, GUO Rui. EXPERIMENTAL RESERCH ON SHEAR PROPERTIES OF RC BEAMS REINFORCED WITH FRP GRIDS AND EPOXY MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 206-213,119. doi: 10.13204/j.gyjzG20110320
[2]	Ding Ting Ye Yinghua Liu Yan, . EXPERIMENTAL RESEARCH ON EFFECTS OF CRACK WIDTH ON THE CONDUCTIVE PROPERTY OF CFCC FOR AIRPORT PAVEMENT DEICING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 118-121. doi: 10.13204/j.gyjz201507024
[3]	Shi Mingzheng. CRACK CONTROL OF PRESTRESSED CONCRETE STRUCTURES BASED ON NOMINAL TENSILE STRESS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 64-66,11. doi: 10.13204/j.gyjz201311015
[4]	Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020
[5]	Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Fengjian, Yin Lei, Xu Jie. STUDY ON CRACK WIDTHS OF NORMAL SECTIONS OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 64-67. doi: 10.13204/j.gyjz201305014
[6]	Li Longqi, Zhou Donghua, Xu Bin, Wang Peng. THE LARGEST DIAMETER OF STEEL BAR FOR CONTROLLING CRACK WIDTH OF REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 88-92. doi: 10.13204/j.gyjz201312016
[7]	Lin Xinyan, Zhu Xiaojing, Meng Haiping. RESEARCHES ON DEFORMABILITY OF RC BEAMS STRENGTHENED WITH EXTERNAL CFRP SHEETS CONSIDERING THE CRACK DISTRIBUTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 79-82,89. doi: 10.13204/j.gyjz201308017
[8]	Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022
[9]	Ding Yahong, Hao Huimin. RELIABILITY ANALYSIS OF RC CONCRETE BEAMS STRENGTHENED WITH NSM CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 140-144. doi: 10.13204/j.gyjz201211030
[10]	Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF CRACK CONTROL ON PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 20-23,7. doi: 10.13204/j.gyjz201112005
[11]	Gao Ruiping, Qiu Hongxing, Hu Tao, Ding Zhenkun, Lan Zongjian. EXPERIMENTAL RESEARCH ON CRACK WIDTH OF HRB500 STEEL BARS RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 66-70. doi: 10.13204/j.gyjz201003016
[12]	Yu Qiubo. DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 90-92. doi: 10.13204/j.gyjz200901019
[13]	Liang Jinfu, Yan Liubin, Zhao Junjun, Liu Qimao. EXPERIMENTAL STUDY OF BENDING PERFORMANCE OF RC BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 100-102,117. doi: 10.13204/j.gyjz200902017
[14]	Zhang Wei, Geng Shujiang, Zhu Jianguo, Jiang Tao, Wang Mingping. EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 22-25. doi: 10.13204/j.gyjz200911006
[15]	Zhao Yong, Wang Xiaofeng, Su Xiaozu, Cheng Zhijun. EXPERIMENTAL RESEARCH ON THE EFFECTS OF SURFACE REINFORCEMENT ON CRACK SPACING AND WIDTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 29-32. doi: 10.13204/j.gyjz200911008
[16]	Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[17]	Lu Qinxian, Hu Di. STRESS OF REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH CONTROLLED CRACK WIDTH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 46-49. doi: 10.13204/j.gyjz200804013
[18]	Xiao Hongju, Han Juhong, Zhang Leishun, Bi Suping. THE EXPERIMENTAL RESEARCH ON CRACK WIDTH ON HRB400 STEEL BARS REINFORCED CONCRETE BENDING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 51-54. doi: 10.13204/j.gyjz200708014
[19]	Shen De-jian, Wu Sheng-xing. EXPERIMENTAL STUDY ON THE LONGITUDINAL CRACKS DUE TO STEEL CORROSION IN CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 77-80. doi: 10.13204/j.gyjz200711021
[20]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019