Distribution law of shear stress of composite bridge deck and arrangement of transverse shear stud

doi:10.3785/j.issn.1008-973X.2024.08.011

Journal of ZheJiang University (Engineering Science)

2024, Vol. 58

Issue (8): 1636-1646 DOI: 10.3785/j.issn.1008-973X.2024.08.011

Distribution law of shear stress of composite bridge deck and arrangement of transverse shear stud

Lianzhen ZHANG1(

),Mou SONG1,Yusheng LI2,Wensheng FAN2,Honglin WU1,*(

)

1. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China
2. Jiangxi Communications Investment Group Limited Company, Nanchang 330025, China

Download:

HTML

PDF(2004KB) HTML
Export: BibTeX | EndNote (RIS)

Abstract

The shear flow bearing ratio of concrete slab and steel roof was theoretically deduced according to the distribution law of shear stress and shear flow of composite bridge deck section under the condition of complete connection between concrete slab and steel roof. It was proved that the longitudinal shear force between layers of composite bridge deck is smaller than that calculated by the formula of composite beam. The finite element calculation of complete connection between layers and discrete connection of shear studs simulated by spring element supported this view, which verified the correctness of the view that the vertical shear force of composite bridge deck section was mainly borne by the web. The arrangement of shear studs in transverse direction was explored. Results show that the shear studs should be arranged along the transverse full width of the composite bridge deck, the shear studs should be densified on both sides of the web, and the shear studs should not be arranged directly above the web.

Key words： composite bridge deck shear flow longitudinal shear force between floors shear stud layout method

Received: 15 July 2023 Published: 23 July 2024

CLC:

U 448

Fund: 国家重点研发计划资助项目（2022YFC3801100）.

Corresponding Authors: Honglin WU E-mail: lianzhen@hit.edu.cn;wuhonglinhit@hit.edu.cn

	Service
	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	Lianzhen ZHANG
	Mou SONG
	Yusheng LI
	Wensheng FAN
	Honglin WU

Cite this article:

Lianzhen ZHANG,Mou SONG,Yusheng LI,Wensheng FAN,Honglin WU. Distribution law of shear stress of composite bridge deck and arrangement of transverse shear stud. Journal of ZheJiang University (Engineering Science), 2024, 58(8): 1636-1646.

URL:

https://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2024.08.011 OR https://www.zjujournals.com/eng/Y2024/V58/I8/1636

组合桥面板切应力分布规律及横向剪力钉布置

根据组合桥面板截面的切应力、剪力流分布规律，在混凝土板和钢顶板完全连接的条件下，理论推导出混凝土板和钢顶板的剪力流承担比例，证明组合桥面板层间纵向剪力小于采用组合梁公式得到的计算值. 层间完全连接和通过弹簧单元模拟剪力钉离散连接开展的有限元计算均支持这一观点，验证了组合桥面板截面的竖向剪力主要由腹板承担的观点的正确性. 探究横向上剪力钉的布置方式. 结果表明，组合桥面板应沿横向全宽布置剪力钉，在腹板两侧进行加密，腹板正上方不宜布设剪力钉.

关键词： 组合桥面板, 剪力流, 层间纵向剪力, 剪力钉, 布置方式

Fig.1 Distribution of shear stress and shear flow in I-shaped section

Fig.2 Schematic diagram of shear flow from web to top plate

Fig.3 Schematic diagram of shear flow from web into concrete slab and steel top plate

Fig.4 Stress relationship at intersection of concrete and steel top plate

Fig.5 Structural dimension of I-beam composite bridge deck

Fig.6 Simply supported finite element model of I-beam composite bridge deck structure

Tab.1 Meshing parameter of finite element model

Tab.2 Material characteristic of composite bridge deck structure

Fig.7 Load layout

Fig.8 Transverse shear stress distribution of I-beam composite deck slab flange

Fig.9 Linear descending segment fitting of transverse shear stress

Tab.3 Proportion of shear flow borne by concrete slab in combined bridge deck structure

Fig.10 Diagram of vertical shear force calculation

Tab.4 Vertical shear force distribution of section

Fig.11 Distribution of shear stress in cross-section of I-beam composite bridge deck slab

Fig.12 Longitudinal shear stress distribution on joint surface

Fig.13 Arrangement method of shear stud

Fig.14 Transverse shear stress distribution in flange plate after discrete connection

Fig.15 Distribution law of shear flow during shear stud connection

Fig.16 Calculation results of longitudinal shear force of shear stud

Fig.17 Three lateral arrangement methods of shear stud

Fig.18 Longitudinal shear force on shear stud in three arrangement methods

Tab.5 Calculation results of vertical shear force

Tab.6 Sum of longitudinal shear force by single row shear stud

Fig.19 Cross section of composite bridge deck steel box girder

Fig.20 Load layout diagram

Fig.21 Layout of shear stud

Fig.22 Longitudinal shear force on shear stud with different arrangement method (1/4 cross section)

Tab.7 Calculation result of vertical shear force

Tab.8 Sum of longitudinal shear force by steel box girder’s single row shear stud

Fig.23 Longitudinal shear force distribution of shear stud in cross-section at different encryption spacing for shear stud on both sides of web plate


[6]	GAO Liqiang Influence of crossbeam web cutout shape on fatigue performance of steel orthotropic deck[J]. Railway Standard Design, 2014, 58 (12): 67- 71

[7]	蒲黔辉, 高立强, 刘振标, 等基于热点应力法的正交异性钢桥面板疲劳验算[J]. 西南交通大学学报, 2013, 48 (3): 395- 401 PU Qianhui, GAO Liqiang, LIU Zhenbiao, et al Fatigue assessment of orthotropic steel bridge deck based on hot spot stress method[J]. Journal of Southwest Jiaotong University, 2013, 48 (3): 395- 401 doi: 10.3969/j.issn.0258-2724.2013.03.001

[8]	钱冬生关于正交异性钢桥面板的疲劳[J]. 桥梁建设, 1996, 1 (2): 10- 15 QIAN Dongsheng About the fatigue of orthotropic steel bridge deck[J]. Bridge Construction, 1996, 1 (2): 10- 15

[9]	YE Huawen, YANG Zhe, HAN Bing, et al Failure mechanisms governing fatigue strength of steel–SFRC composite bridge deck with U-ribs[J]. Journal of Bridge Engineering, 2021, 26 (4): 4021014.1- .4021014.9

[10]	曹君辉. 钢-薄层超高性能混凝土轻型组合桥面结构基本性能研究[D]. 长沙: 湖南大学, 2016. CAO Junhui. Research on basic performance of steel-thin UHPC lightweight composite deck [D]. Changsha: Hunan University, 2016.

[11]	CAO Junhui, SHAO Xudong, DENG Lu, et al Static and fatigue behavior of short-headed studs embedded in a thin ultrahigh-performance concrete layer[J]. Journal of Bridge Engineering, 2017, 22 (1): 04017005.1- 04017005.16

[12]	王立国, 邵旭东, 曹君辉, 等基于超短栓钉的钢-超薄UHPC组合桥面性能[J]. 浙江大学学报: 工学版, 2020, 54 (10): 2027- 2037 WANG Liguo, SHAO Xudong, CAO Junhui, et al Performance of steel-ultrathin UHPC composite bridge deck based on ultra-short headed studs[J]. Journal of Zhejiang University: Engineering Science, 2020, 54 (10): 2027- 2037

[13]	张庆. 正交异性钢-砼组合桥面的轮载扩散效应研究[D]. 成都: 西南交通大学, 2020.

[1]	ROBERT C, JOHN F In-service response of an orthotropic steel deck compared with design assumptions[J]. Transportation Research Record, 2000, 1696 (1): 100- 108 doi: 10.3141/1696-13

[2]	ZHANG Qinghua, LIU Yiming, BAO Yi, et al Fatigue performance of orthotropic steel-concrete composite deck with large-size longitudinal U-shaped ribs[J]. Engineering Structures, 2017, 150 (1): 864- 874

[13]	ZHANG Qing. The local diffusion effect of wheel load on orthotropic steel-concrete composite deck [D]. Chengdu: Southwest Jiaotong University, 2020.

[14]	SHI Zhanchong, SU Qingtian, KAVOURA F, et al Behavior of short-headed stud connectors in orthotropic steel-UHPC composite bridge deck under fatigue loading[J]. International Journal of Fatigue, 2022, 160 (1): 106845.1- 106845.14

[15]	GUAN Yanhua, WU Jiajie, SUN Renjuan, et al Shear behavior of short headed studs in steel-ECC composite structure[J]. Engineering Structures, 2022, 250 (1): 113423.1- 113423.15

[16]	KRUSZEWSKI D, WILLE K, ZAGHI A E Push-out behavior of headed shear studs welded on thin plates and embedded in UHPC[J]. Engineering Structures, 2018, 173 (1): 429- 441

[17]	张士红, 李斐然, 邵旭东钢-UHPC组合桥面板界面抗剪理论及设计方法[J]. 公路工程, 2021, 46 (2): 157- 163 ZHANG Shihong, LI Feiran, SHAO Xudong Theory and design method of interfacial shear resistance for steel-UHPC composite bridge deck[J]. Highway Engineering, 2021, 46 (2): 157- 163

[18]	史占崇, 苏庆田, 陈亮钢-UHPC组合桥面板中焊接栓钉的疲劳性能及设计布置方法[J]. 中国公路学报, 2023, 36 (6): 107- 122 SHI Zhanchong, SU Qingtian, CHEN Liang Fatigue behavior and design layout method of welded stud connectors in steel-UHPC composite bridge deck[J]. China Journal of Highway and Transport, 2023, 36 (6): 107- 122

[19]	蔡昊. 既有正交异性板STC连接机理及设计理论研究[D]. 哈尔滨: 哈尔滨工业大学, 2021. CAI Hao. Research on connection mechanism and design theory of existing orthotropic plate with STC [D]. Harbin: Harbin Institute of Technology, 2021.

[20]	聂建国. 钢-混凝土组合结构桥梁[M]. 北京: 人民交通出版社, 2011.

[21]	JOHNSON R P, ANDERSON D EN 1994 Eurocode 4: design of composite steel and concrete structures[J]. Civil Engineering, 2001, 144 (6): 33- 38

[22]	HIROSHI K, SHIGEYUKI M Evaluation for fatigue strength of shear studs in steel plate-concrete composite deck[J]. Journal of Structural Engineering, 2008, 64 (4): 765- 777

[23]	张少实. 新编材料力学[M]. 北京: 机械工业出版社, 2010.

[24]	中华人民共和国交通运输部. 公路钢混组合梁设计与施工规范: JTG/T D64-01—2015 [S]. 北京: 人民交通出版社, 2015.

[25]	宋谋. OSD-UHPC组合桥面板结构层间连接机理及设计理论研究[D]. 哈尔滨: 哈尔滨工业大学, 2022. SONG Mou. Research on interlayer connection mechanism and design theory of OSD-UHPC composite bridge deck structure [D]. Harbin: Harbin Institute of Technology, 2022.

[3]	程庆, 王大明, 吴春颖钢桥面沥青铺装层病害及成因分析[J]. 公路工程, 2010, 35 (3): 112- 115 CHENG Qing, WANG Daming, WU Chunying Analysis on diseases and their causes of steel deck asphalt pavement[J]. Highway Engineering, 2010, 35 (3): 112- 115 doi: 10.3969/j.issn.1674-0610.2010.03.027

[4]	赵国云钢桥面灌注式树脂混凝土铺装材料与结构研究[J]. 公路交通科技, 2019, 36 (10): 67- 73 ZHAO Guoyun Study on material and structure of PRC for steel bridge deck pavement[J]. Journal of Highway and Transportation Research and Development, 2019, 36 (10): 67- 73

[5]	张清华, 卜一之, 李乔正交异性钢桥面板疲劳问题的研究进展[J]. 中国公路学报, 2017, 30 (3): 14- 30 ZHANG Qinghua, BO Yizhi, LI Qiao Review on fatigue problems of orthotropic steel bridge deck[J]. China Journal of Highway and Transport, 2017, 30 (3): 14- 30 doi: 10.3969/j.issn.1001-7372.2017.03.002

[1]	Li-guo WANG,Xu-dong SHAO,Jun-hui CAO,Yu-bao CHEN,Guang HE,Yang WANG. Performance of steel-ultrathin UHPC composite bridge deck based on ultra-short headed studs[J]. Journal of ZheJiang University (Engineering Science), 2020, 54(10): 2027-2037.

Viewed

Full text

Abstract

Cited

Shared

Discussed