Research on Shear Connection Performance of Prefabricated Steel-Concrete Composite Beams

WANG Ning; YAN Jing-liang; LIU Xiao-gang; YUE Qing-rui; ZHENG Ming-zhao

doi:10.13204/j.gyjzg22030601

Volume 52 Issue 9

Sep. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(9): 121-128

WANG Ning, YAN Jing-liang, LIU Xiao-gang, YUE Qing-rui, ZHENG Ming-zhao. Research on Shear Connection Performance of Prefabricated Steel-Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 121-128. doi: 10.13204/j.gyjzg22030601

Citation:

WANG Ning, YAN Jing-liang, LIU Xiao-gang, YUE Qing-rui, ZHENG Ming-zhao. Research on Shear Connection Performance of Prefabricated Steel-Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 121-128. doi: 10.13204/j.gyjzg22030601

Citation:

PDF( 13318 KB)

Research on Shear Connection Performance of Prefabricated Steel-Concrete Composite Beams

doi: 10.13204/j.gyjzg22030601

1. Faculty of Urban Construction, Beijing University of Technology, Beijing 100124, China;
2. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China;
3. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China

Received Date: 2022-03-06
Available Online: 2023-02-06

Abstract

Abstract

In order to investigate the performance of shear connections of new profabricated steel-concrete composite beam, 4 types of shear connection construction were designed, including connections with local laminated region, with UHPC (ultra-high performance concrete) post-casting belt, with UHPC slotted post-casting belt and with slotted post-casting belt having post-placed shear rebar. Totally 10 specimens were fabricated and tested by static push-out test. Using the experimental phenomena and test data, the effects of different configurations, including diameter of studs, strength of post-casting concrete, shear slot and shear rebar in slot, on the failure mode, crack mode, load-slip characteristics and ultimate bearing capacity of prefabricated composite beams were analyzed. The results indicated the bearing capacity of prefabricated composite beams increased with the increase of stud diameter and post-casting concrete strength. UHPC post-casting belt configuration and post-placed shear rebars could significantly improve the shear capacity of specimens. The longitudinal shear mechanism of the prefabricated composite beam with post-casted UHPC was different from the traditional composite beam, and the interface between prefabricated slab and post-casted UHPC might become weak area under the interfacial shear force, and fail before studs or the concrete around studs.
- prefabricated steel-concrete beam,
- shear connection,
- local laminated region,
- UHPC,
- shear slot

FullText(HTML)

References(23)

References

[1]	JOHNSON R P.Composite structures of steel and concrete:beams, slabs, columns, and frames for buildings[M].Oxford:Blackwell, 2004.
[2]	聂建国, 刘明, 叶列平.钢-混凝土组合结构[M].北京:中国建筑工业出版社, 2003.
[3]	LAM D, EL-LOBODY E.Behavior of headed stud shear connectors in composite beam[J].Journal of Structural Engineering, 2005, 131(1):96-107.
[4]	DING F, YIN G, WANG H, et al.Static behavior of stud connectors in bi-direction push-off tests[J].Thin-Walled Structures, 2017, 120:307-318.
[5]	PCI Industry Hankbook Committee.PCI design handbook:precast and prestressed concrete[S].Chicago:Prestressed Concrete Institute, 2017.
[6]	LAMA S S E, WONGA V, LEE R S M.Bonding assessment of semi-precast slabs subjected to flexural load and differential shrinkage[J].Engineering Structures, 2019, 187:25-33.
[7]	GIRHAMMAR U, PAJARI M.Tests and analysis on shear strength of composite slabs of hollow core units and concrete topping[J].Construction and Building Materials, 2008, 22(8):1708-1722.
[8]	BARAN E.Effects of cast-in-place concrete topping on flexural response of precast concrete hollow-core slabs[J].Engineering Structures, 2015, 98:109-117.
[9]	HOU H, LIU X, QIU B, et al.Experimental evaluation of flexural behavior of composite beams with cast-in-place concrete slabs on precast prestressed concrete decks[J].Engineering Structures, 2016, 126:405-416.
[10]	LIU J, HU H, LI J, et al.Flexural behavior of prestressed concrete composite slab with precast inverted T-shaped ribbed panels[J].Engineering Structures, 2022, 215.DOI: 10.1016/j.engstruct.2022.110687.
[11]	YUKSELA E, GULLUB A, DURGUN Y, et al.Z-type shear connector for interface of hollow-core slab and cast-in-place topping concrete[J].Engineering Structures, 2020, 214.DOI: 10.1016/j.engstruct.2020.110563.
[12]	MENEGOTTO M, MONTI G.Waved joint for seismic-resistant precast floor diaphragms[J].Journal of Structural Engineering, 2005, 131(10):1515-1525.
[13]	李青宁, 李书锋, 姜维山, 等.新型预应力空心楼盖抗剪性能试验研究[J].建筑结构, 2016, 46(10):43-49.
[14]	WANG D, SHI C, WU Z, et al.A review on ultra high performance concrete:Part II.Hydration microstructure and properties[J].Construction and Building Materials, 2015, 96:368-377.
[15]	JANG H O, LEE H S, CHO K, et al.Experimental study on shear performance of plain construction joints integrated with ultra-high performance concrete (UHPC)[J].Construction and Building Materials, 2017, 152:16-23.
[16]	KIM Y J, CHIN W J, JEON S J.Interface shear strength at joints of ultra-high performance concrete structures[J].International Journal of Concrete Structures and Materials, 2018, 12(1):1-14.
[17]	TAYEH B A, BAKAR B H A, JOHARI M A M, et al.Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair material[J].Procedia Engineering, 2013, 54:554-563.
[18]	FANG Z, JIANG H, XIAO J, et al.Shear performance of UHPC-filled pocket connection between precast UHPC girders and full-depth precast concrete slabs[J].Structures, 2021, 29:328-338.
[19]	HUSSEIN H H, SARGAND S M, AL-RIKABI F T, et al.Evaluation of ultra-high performance concrete grout performance under longitudinal shear[C]//Jon E.Zufelt.Congress on Technical Advancement.Minnesota:American Society of Civil Engineers, 2017:34-44.
[20]	GRAYBEAL B A.Behavior of field-cast ultra-high performance concrete bridge deck connections under cyclic and static structural loading[R].United States:Federal Highway Administration, 2010.
[21]	PERRY V H, ROYCE M.Innovative field-cast UHPC joints for precast bridge decks (full-depth precast deck panels), Oneonta, NY-Design, prototype testing and construction[C]//Concrete Bridge Conference:Achieving Safe, Smart & Sustainable Bridges.Phoenix Arizona, 2010.
[22]	Eurocode 4:Design of composite steel and concrete sturcture.part1. 1:general rules and rules for building:FNV 1994-1-1[S].2004.
[23]	DÖINGHAUS P, GORALSKI C, WILL N.Design rules for composite structures with high performance steel and high performance concrete[C]//International Conference on High Performance Materials in Bridges.Kona, Hawaii, USA:2001.

Relative Articles

[1]	HUANG Zhenyu, LIN Gan, HUANG Xinxiong, LI Weiwen, SUI Lili, Youtam. Bond-Slip Constitutive Model and Numerical Simulation of Shaped Steel Embedded in UHPC[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 143-152. doi: 10.13204/j.gyjzG21092803
[2]	LIU Lei, HE Zhen, WANG Peng, CAI Xinhua, MENG Fanbing, LUO Tao. Experimental Research on Mechanical Properties of UHPC-RC Composite Columns Under Eccentric Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 153-160. doi: 10.13204/j.gyjzG22051009
[3]	WANG Jun, LIU Xiaofeng, CHEN Zhenshan, YU Hui, LIAO Shuji. Research on Hydration Exothermic Characteristics of Micro Beads and Superfine Slag Powder System at Very Low Water-Binder Ratio[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 183-189,150. doi: 10.13204/j.gyjzG22081709
[4]	REN Chong, YUAN Yuqing, CHEN Yang. Finite Element Analysis on Shear Performance Large-Diameter Short Stud Connectors in Prefabricated Steel-Thin UHPC Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 180-187. doi: 10.13204/j.gyjzG22112702
[5]	CHEN Yang, NING Jian, REN Chong, YANG Yong. Numerical Study on Shear Performance of Grouped Large Headed Stud Connectors in Prefabricated Steel-Thin UHPC Composite Girder[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 164-174. doi: 10.13204/j.gyjzG23070905
[6]	PENG Zhiwei, KUANG Yachuan, CHEN Yujie, WANG Shaohua, MO Xiaofei. Research on Shear Performance of a New Type of Prefabricated Shear Wall with Alveolar-Type Connections[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 135-142,210. doi: 10.13204/j.gyjzG22101829
[7]	HU Li, LI Zhiyuan, YANG Jiaqi, WANG Yuegui, LI Yingchun, HOU Pumin. Finite Strip Analysis of Properties of UHPC Members Reinforced with High Strength Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 115-121. doi: 10.13204/j.gyjzG22031112
[8]	LIU Zidan, JIAO Wenshuai, CHENG Zhan, DU Guofeng. Research on the Axial Compression Behavior of Steel-Reinforced Ultra-High Performance Concrete-Filled Stainless Steel Tubular Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 17-27. doi: 10.13204/j.gyjzG22072605
[9]	HUANG Jing, MO Shixu, CHAI Longjie, ZHENG Yan. Calculation Method of Ultimate Bearing Capacity of UHPC Composite Beam with Narrow Steel Box[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 48-56,143. doi: 10.13204/j.gyjzG22082506
[10]	YAO Junsuo, DENG Zongcai. A CALCULATION METHOD OF AXIAL COMPRESSIVE BEARING CAPACITY FOR SHORT SQUARE COLUMNS OF ULTRA-HIGH PERFORMANCE CONCRETE CONFINED BY HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 26-31. doi: 10.13204/j.gyjzG19111803
[11]	WU Chen, CHEN Kedan, LIN Shangshun, DING Feng, LI Daosong. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF ULTRA-HIGH PERFORMANCE CONCRETE UNDER NORMAL TEMPERATURE CURING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 140-145. doi: 10.13204/j.gyjzG20111009
[12]	LIANG Xuejiao, ZHENG Hui, XUAN Shuaifei, FANG Zhi. EXPERIMENTAL STUDY ON FLEXURAL PROPERTIES FOR SEGMENTAL PRECAST GIRDERS OF ULTRA-HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 30-36,72. doi: 10.13204/j.gyjzG19121807
[13]	MIAO Jianbao, TONG Hanyuan, XU Bing, LI Lifeng. ANALYSIS OF SHEAR CAPACITY OF UHPC GIRDERS BASED ON THE MCFT THEORY[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 60-67,18. doi: 10.13204/j.gyjzG20052801
[14]	GUO Qiusheng. CAPILLARY WATER ABSORPTION CHARACTERISTICS OF CONCRETE AND ITS RELATIONSHIP WITH PORE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 119-123. doi: 10.13204/j.gyjz202003020
[15]	OUYANG Lijun, QIAN Peng, GAO Wanyang, DING Bin, WANG Qing. EFFECT OF CURING SYSTEM ON RESIDUAL MECHANICAL PROPERTIES OF ULTRA-HIGH PERFORMANCE CONCRETE EXPOSED TO ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 92-100. doi: 10.13204/j.gyjzG201905290010
[16]	XUAN Shuaifei, ZHENG Hui, LIANG Xuejiao. RESEARCH ON ANCHORAGE LENGTH OF STEEL STRAND EMBEDDED IN ULTRA-HIGH-PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 114-118,146. doi: 10.13204/j.gyjz202003019
[17]	YANG Yibo, YUE Xiaodong, ZHENG Fubin, LIU Fucai, GUO Wenying, WANG Hengchang. RESEARCH ON SEWAGE CORROSION RESISTANCE OF ULTRA HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 82-87. doi: 10.13204/j.gyjz202004015
[19]	Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003

Supplements(0)

Cited By

Cited by

Periodical cited type(5)

1.	吴锦鹏，吴加杰，曹志鹏，方壮城，姜海波. 钢-预制UHPC组合梁中高强螺栓剪力键群的抗剪性能试验研究. 广东公路交通. 2024(01): 19-29 .
2.	张庭杰，尹云厅. 装配式组合梁新型剪力键受力性能试验研究. 河南城建学院学报. 2024(03): 16-22 .
3.	吴锦鹏，吴加杰，曹志鹏，方壮城，姜海波. 可拆卸式钢-预制UHPC组合梁中高强螺栓剪力键的抗剪性能试验. 福州大学学报(自然科学版). 2024(04): 462-470 .
4.	赵国庆，曹蓓蕾，孙哲. 预应力波纹钢-混凝土组合板力学性能分析. 地下空间与工程学报. 2024(05): 1589-1599 .
5.	史勇，王昱，舒相中，高燕梅，李关勇. 快速建造的钢混组合连续刚构桥装配方法及力学性能影响研究. 重庆建筑. 2023(08): 59-64 .

Other cited types(4)

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 (111) PDF downloads(0)