EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES

NIE Yuhan; WEI Yang; YANG Bo; CHEN Si; ZHAO Kang

doi:10.13204/j.gyjzG20072604

Volume 51 Issue 6

Oct. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(6): 111-116

NIE Yuhan, WEI Yang, YANG Bo, CHEN Si, ZHAO Kang. EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 111-116. doi: 10.13204/j.gyjzG20072604

Citation:

NIE Yuhan, WEI Yang, YANG Bo, CHEN Si, ZHAO Kang. EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 111-116. doi: 10.13204/j.gyjzG20072604

Citation:

PDF( 3527 KB)

EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES

doi: 10.13204/j.gyjzG20072604

College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China

Received Date: 2020-07-26
Available Online: 2021-10-27

Abstract

Abstract

To investigate the mechanical properties of the perforated plate shear connections for bamboo-concrete composite structures, the push-out tests on the perforated plate connectors were conducted. The results showed that the typical failure modes of perforated plate shear connections of bamboo-concrete composite structures were the yield of the perforated plate, partial shearing crushing of the concrete, and the slipping of the perforated plate in the bamboo section. The yield of the perforated plate occurred mostly at the perforated plate shear connections of bamboo-concrete. The load-slip curves of perforated plate shear connections of bamboo-concrete structures maintained a high residual load value after reaching the peak load, and the load dropped slowly. The failure modes were ductile no matter whether setting perforated steel bar of not, and its interface slipped evenly along the height of the interface. The bearing capacity of perforated plate shear connections of bamboo-concrete structures were determined by three factors, which were the bearing capacity of the interface between the perforated plate and bamboo, the bearing capacity of the interface between the perforated plate and concrete, and the shear resistance of the weakest section of the perforated plate at the interface. Based on the test results, the analysis method of the bearing capacity was proposed for the perforated plate shear connections of bamboo-concrete structures.
- bamboo structures,
- bamboo-concrete,
- shear connections,
- test,
- mechanical properties

FullText(HTML)

References(15)

References

[1]	肖岩,李佳. 现代竹结构的研究现状和展望[J]. 工业建筑,2015, 45(4):1-6.
[2]	田黎敏,靳贝贝,郝际平. 现代竹结构的研究与工程应用[J]. 工程力学, 2019, 36(5):1-18 ,27.
[3]	李玉顺,张家亮. 钢-竹组合构件及其结构体系研究进展[J]. 工业建筑, 2016, 46(1):1-6.
[4]	李玉顺,张秀华,吴培增,等. 重组竹在长期荷载作用下的蠕变行为[J]. 建筑材料学报, 2019, 22(1):65-71.
[5]	魏洋,吴刚,李国芬,等. 新型FRP-竹-混凝土组合梁的力学行为[J]. 中南大学学报(自然科学版), 2014, 45(12):4384-4392.
[6]	魏洋,纪雪微,周梦倩,等. 销栓型竹-混凝土组合结构的力学性能[J]. 农业工程学报, 2017, 33(3):65-72.
[7]	SHAN B, XIAO Y, ZHANG W L, et al. Mechanical Behavior of Connections for Glubam-Concrete Composite Beams[J]. Construction and Building Materials, 2017, 143:158-168.
[8]	WANG Z Y, WEI Y, LI N, et al. Flexural Behavior of Bamboo-Concrete Composite Beams with Perforated Steel Plate Connections[J]. Journal of Wood Science, 2020, 66(4):1-20.
[9]	单波,王震宇,肖岩,等. 胶合竹-混凝土组合梁销栓连接性能试验研究[J]. 湖南大学学报(自然科学版), 2018, 45(1):97-105.
[10]	周梦倩,魏洋,纪雪微. 竹-混凝土剪力连接件荷载-滑移性能比较研究[J]. 建筑结构, 2017, 47(17):20-23.
[11]	魏洋,李宁,吴刚,等. 开孔钢板型竹混凝土连接件荷载滑移性能[J]. 东南大学学报(自然科学版), 2017, 47(6):1167-1173.
[12]	胡建华,蒲怀仁. PBL连接件钢混结合段设计与试验研究[J]. 钢结构, 2007, 22(2):62-68.
[13]	ANDERSON D. Eurocode 4-Design of Composite Steel and Concrete Structures[M]. Brussels:Springer Berlin Heidelberg, 2014.
[14]	LYU Q F, DING Y, LIU Y. Study of the Bond Behaviour Between Basalt Fibre-Reinforced Polymer Bar/Sheet and Bamboo Engineering Materials[J]. Advances in Structural Engineering, 2019, 22(14):3121-3133.
[15]	OGUEJIOFOR E C, HOSAIN M U. Numerical Analysis of Push-out Specimens with Perfobond Rib Connectors[J]. Computers and Structures, 1997, 62(4):617-624.

Relative Articles

[1]	LYU Zhilin, JIANG Xu, QIANG Xuhong, SUN Kai, DONG Hao. Feasibility Research on Strengthening Damaged Steel Structure with Self-Stress SMA[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 174-182. doi: 10.13204/j.gyjzG20100301
[2]	LAN Tao, LI Ran, MEN Jinjie, ZHANG Liang, LIAO Fanzhi. INFLUENCE OF WELDING STRESS ON MECHANICAL PERFORMANCES OF DOUBLE-LAYER SHOULDER BEAMS WITH MULTI-LIMB MIDDLE COLUMNS OF CONCRETE-FILLED STEEL TUBES AND TEST DEGSIN FOR THE BEARING PERFORMANCES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 41-46,165. doi: 10.13204/j.gyjzG20082303
[3]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[4]	LI Tianyu, GUO Yurong, SHAN Bo, XIAO Yan. EXPERIMENTAL RESEARCH ON ASSEMBLED GLUBAM-CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 57-64,115. doi: 10.13204/j.gyjzG19111001
[5]	Shan Bo, Xiao Yan, Chen Jie. EXPERMENTAL RESEARCH OF GLUBAM AFTER ARTIFICIAL ACCELERATED AGING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 26-32. doi: 10.13204/j.gyjz201504005
[6]	Shan Bo, Gao Li, Li Zhi, Xiao Yan. EXPERIMENTAL RESEARCH AND CONSTRUCTION OF PREFABRICATED BAMBOO POLE DEMONSTRATION HOUSE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 33-41. doi: 10.13204/j.gyjz201504006
[7]	Tong Yunjia, Xiao Yan, Shan Bo, Chen Jie. EXPERIMENTAL RESEARCH ON FIRE-RESISTANT PERFORMANCE OF GLUBAM STRUCTURAL WALL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 42-47. doi: 10.13204/j.gyjz201504007
[8]	Shan Bo, Liang Longhui, Xiao Yan, Zhang Weiliang. EXPERIMENTAL RESEARCH ON NOTCHED CONNECTION FOR GLUBAM-CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 18-25. doi: 10.13204/j.gyjz201504004
[9]	Chen Zongping, Chen Junrui, Xue Jianyang, Chen Yuliang. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR OF STEEL AND RECYCLED AGGREGATE CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 1-4. doi: 10.13204/j.gyjz2001411001
[10]	Chen Anying, Guo Zhengxing, Wu Lei. EXPERIMENTAL RESEARCH ON STRUCTURAL MECHANICAL PERFORMANCE OF PIN-DISK TYPE STEEL TUBE SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 140-145. doi: 10.13204/j.gyjz201410028
[11]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[12]	Zhang Xuchen, Zha Xiaoxiong. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
[13]	Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013
[14]	Zeng Zhixing, Wu Xiaobin. EXPERIMENTAL RESEARCH ONMECHANICAL PERFORMANCE OF STEEL FIBER REINFORCED HAYDITE CONCRETE AFTER CARBONIZATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 93-96. doi: 10.13204/j.gyjz200901020
[15]	Jiang Lixue, Zheng Qiaowen. TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
[16]	Xiao Yan, She Liyong, Shan Bo, Zhou Quan, Yang Ruzhen, Chen Guo. RESEARCH AND DESIGN OF PREFABRICATED BAMBOO HOUSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 56-59. doi: 10.13204/j.gyjz200901012
[17]	Li XuPing. LONG-TERM MECHANICAL PROPERTIES OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 80-84. doi: 10.13204/j.gyjz20081020
[18]	Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016
[19]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[20]	Wang Ping, Xiao Jianzhuan, Chen Ruisheng, Zheng Xuebin. EXPERIMENTAL STUDY ON EFFECT OF POLYPROPYLENE FIBER ON MECHANICAL PROPERTY OF HIGH PERFORMANCE CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 67-69,77. doi: 10.13204/j.gyjz200511020

Supplements(0)

Cited By

Cited by
Periodical cited type(0)
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 (131) PDF downloads(1)

EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES

doi: 10.13204/j.gyjzG20072604

Abstract

References

Relative Articles

Cited by

Periodical cited type(0)

Other cited types(1)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Journal Online

Authors' Center

Links

EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES

doi: 10.13204/j.gyjzG20072604

Abstract

References

Relative Articles

Cited by

Periodical cited type(0)

Other cited types(1)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Journal Online

Authors' Center

Links

Export File

Citation

Format

Content