Experimental Research on Seismic Performance of End-Plate Connections Between Castellated Beams and Columns

JIA Lianguang; BI Ran; LI Qiurong

doi:10.13204/j.gyjzG21083002

Volume 52 Issue 12

Dec. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(12): 121-127

JIA Lianguang, BI Ran, LI Qiurong. Experimental Research on Seismic Performance of End-Plate Connections Between Castellated Beams and Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 121-127. doi: 10.13204/j.gyjzG21083002

Citation:

JIA Lianguang, BI Ran, LI Qiurong. Experimental Research on Seismic Performance of End-Plate Connections Between Castellated Beams and Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 121-127. doi: 10.13204/j.gyjzG21083002

Citation:

PDF( 9768 KB)

Experimental Research on Seismic Performance of End-Plate Connections Between Castellated Beams and Columns

doi: 10.13204/j.gyjzG21083002

School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Received Date: 2021-08-30
Available Online: 2023-03-22

Abstract

Abstract

In order to study the effects of opening shape, opening ratio and concrete floor on the seismic performance of the end-plate joint of castellated beam-to-column, four full-scale side joints were designed and tested under quasi-static loading. The failure mode, bearing capacity, ductility and energy dissipation of the specimens were studied. The results showed that for the specimens with floor plates, the opening shape had a great influence on the failure mode and seismic performance of joints, the hexagonal opening was more prone to beam hinge failure and showed a better energy dissipation. The opening ratio had a great influence on the failure mode, bearing capacity and ductility of the joints, appropriately increasing the opening ratio was conducive to the stress migrated from the end plate connection to the first opening, and the strain limit value between the end plate and the column flange was reduced. The combined effect of the floor increased the flexural capacity of the joints by more than 25%, the energy consumption and ductility by 16.5% and 30.7%, and the ultimate angle by 40.9%, respectively, but weakened the stress migration effect from the end plate joint to the first opening.
- castellated beams,
- end plate connections,
- stress migration,
- plastic hinge,
- quasi-static test,
- seismic performance

FullText(HTML)

References(16)

References

[1]	IMAN F, MAMOOD M T, MOHD H O, et al. Cyclic behaviour of fully-rigid and semi-rigid steel beam-to-column connections[J]. International Journal of Steel Structures, 2020, 20(2):1-21.
[2]	梁刚, 郭宏超, 刘云贺, 等. 考虑力组合效应的钢框架端板连接力学行为[J]. 地震工程与工程振动, 2019, 39(1):96-105.
[3]	张才, 王晨, 李东, 等. 梁翼缘二次削弱型端板连接节点滞回性能研究[J]. 钢结构, 2019, 34(5):24-30.
[4]	索雅琪, 范圣刚, 刘飞, 等. 新型单面螺栓梁柱外伸端板连接节点受力性能试验研究[J]. 东南大学学报(自然科学版), 2020, 50(3):417-424.
[5]	TSAVDARIDIS K D, PAPADOPOULOS T. A FE parametric study of RWS beam-to-column bolted connections with cellular beams[J]. Journal of Constructional Steel Research, 2016, 116:92-113.
[6]	TSAVDARIDIS K D, FAGHIH F, NIKITAS N. Assessment of perforated steel beam-to-column connections subjected to cyclic loading[J]. Journal of Earthquake Engineering, 2014, 18(8):1302-1325.
[7]	ERFANI S, NASERI A B, AKRAMI V. The beneficial effects of beam web opening in seismic behavior of steel moment frames[J]. Steel and Composite Structures, 2012, 13(1):35-46.
[8]	ERFANI S, AKRAMI V. Increasing seismic energy dissipation of steel moment frames using reduced web section (RWS) connection[J]. Journal of Earthquake Engineering, 2017, 21(7):1090-1112.
[9]	CHEN S J, CHAO Y C. Effect of composite action on seismic performance of steel moment connections with reduced beam sections[J]. Journal of Constructional Steel Research, 2001, 57(4):417-434.
[10]	贾连光, 赵轶彤, 李显超, 等. 蜂窝组合梁钢框架抗震性能分析[J]. 工业建筑, 2018, 48(5):144-150.
[11]	徐莹璐, 卢林枫, 马蓬渤. 弱轴连接组合节点的滞回性能分析[J].东南大学学报(自然科学版), 2019, 49(1):16-24.
[12]	张艳霞, 李瑞, 赵微, 等. 钢框架梁柱栓焊扩翼-翼缘削弱节点优势分析性能试验[J]. 世界地震工程, 2016, 32(2):127-138.
[13]	郭兵. 钢框架梁柱端板连接在循环荷载作用下的破坏机理及抗震设计对策[D]. 西安:西安建筑科技大学, 2002:99-104.
[14]	中国国家标准化管理委员会. 金属材料拉伸试验第1部分:室温试验方法:GB/T 228. 1-2010[S]. 北京:中国国家标准化管理委员会, 2010.
[15]	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.
[16]	ASCE.Commentary on proposed specification for structural steel beams with web openings[J]. Journal of Structural Engineering, 1992, 118(12):3325-3349.

Relative Articles

[1]	LYU Henglin, JING Yanrui, MOU Xingyu, ZHANG Chen. Research on Seismic Performance of Beam-Column Joints with Reinforced Webs Connected with Fully Bolted Double-Angle Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 138-146. doi: 10.3724/j.gyjzG21110115
[2]	XIA Yun, LIU Weiji, CHEN Chuntao, ZHOU Xiezhong, TANG Hongyuan, TAN Hongfei. Seismic Performance Tests of Prefabricated Shear Walls Connected with Cone-Sleeve Locking of Vertical Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 81-89. doi: 10.3724/j.gyjzG23090720
[3]	ZHOU Xin, WANG Xinwu, YU Yongqiang, LI Tong. Quasi-Static Test Study on Eccentrically Braced Steel Frames with Replaceable Links After Earthquake[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 122-128. doi: 10.13204/j.gyjzG20101907
[4]	YE Chongyang, WANG Xinwu, SHI Qiang, SUN Haisu. Influence of the Connection Structure of Energy Dissipating Beam Section on the Seismic Performance of Eccentrically Braced Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 58-64,205. doi: 10.13204/j.gyjzG21020703
[5]	TIAN Xin, ZHANG Sumei, CHEN Zhenming, TAO Yu, ZHANG Bing. Finite Element Analysis of Bending Performance of End-Plate Beam Splices with Filler Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 78-87. doi: 10.13204/j.gyjzG23051702
[6]	WANG Peng, YU Bin, SHI Qingxuan, WANG Feng. Experimental Research on Seismic Performance of New-Type Steel Reinforced Concrete Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 113-120,127. doi: 10.13204/j.gyjzG21072801
[7]	YUE Hongyuan, YU Yinquan, LEI Yuande, DENG Xuan, CHEN Jianyun. Experimental Research on Fully-Dry Connections of Prestressed Concrete Columns Under Unidirectional Eccentric Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 144-150,168. doi: 10.13204/j.gyjzG22022709
[8]	CHONG Xun, CHEN Zixing, JIANG Qing, HUANG Junqi, LI Haoran, FANG Xiaowen, XIE Jinchen. Research on Seismic Performance of Prefabricated Concrete Shear Wall Structures with Bolt Connections[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 12-18,90. doi: 10.13204/j.gyjzG21012705
[9]	LIU Lian-bo, WANG Xin-tang, ZHOU Ming, ZHU Jie, ZHANG Jia-liang. Experimental Research on Post-Fire Mechanical Properties of H-Steel Beam to Column Connection with Restraint at Beam Ends[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 153-160. doi: 10.13204/j.gyjzG22030702
[10]	PANG Rui, WANG Yixiao, XU Zhu, WANG Lu, LEI Hongbing. RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 35-41. doi: 10.13204/j.gyjzG20032209
[11]	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
[12]	ZHENG Qizhen, LI Huiyan, LONG Libo, CHEN Gang. EXPERIMENTAL RESEARCH ON ASEISMIC PERFORMANCES OF PREFABRICATED SHEAR WALL CONNECTED BY UHPC[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 82-89. doi: 10.13204/j.gyjzG20042601
[13]	YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005
[14]	Zhou Hongyu, Li Zhenbao, Du Xiuli, Guo Erwei. TEST STUDY ON SIZE EFFECT OF FLEXURAL BEHAVIOR OF RC SIMPLE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 38-43,48. doi: 10.13204/j.gyjz201301010
[15]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[16]	Jia Lian-guang, Li Qing-wen, Zhang Yue-guo. ANALYSIS OF SHEAR BEHAVIOR OF STEEL-CONCRETE CELLULAR COMPOSITE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 150-156,124. doi: 10.13204/j.gyjz201209032
[17]	Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005
[18]	Li Bing, Li Hongnan. RESEARCH ON QUASI-STATIC TEST OF REINFORCED CONCRETE SHEAR WALLS WITH DIFFERENT SHEAR-SPAN RATIO[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 32-36. doi: 10.13204/j.gyjz201009011
[19]	Cheng Donghui, Jia Ying, Xing Jianbing. EXPERIMENT AND ANALYSIS OF PLASTIC PERFORMANCE OF PARTIALLY PRESTRESSED CONCRETE CONTINUOUS BEAMS WITH CFRP TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 37-43. doi: 10.13204/j.gyjz201003011
[20]	Wan Li, Jian Bin. PUSHOVER ANALYSIS OF FRAME STRUCTURES WITH UNBONDED PRESTRESSED FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 22-27,21. doi: 10.13204/j.gyjz200702006

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	贾连光，李秋镕，姬文婷，王春刚. 蜂窝梁H型柱绕弱轴向端板连接节点抗震性能研究. 沈阳建筑大学学报(自然科学版). 2024(02): 223-231 .
2.	董炀，贾连光，王春刚，赵庆岩. 蜂窝梁钢框架中柱节点抗震性能与恢复力模型研究. 沈阳建筑大学学报(自然科学版). 2024(06): 1029-1037 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (122) PDF downloads(1)