Application of lightweight steel-UHPC composite beam in bridge emergency repair

Lujia Hong , Zhiyong Li , Yao Peng

Advances in Bridge Engineering ›› 2024, Vol. 5 ›› Issue (1)

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Advances in Bridge Engineering ›› 2024, Vol. 5 ›› Issue (1) DOI: 10.1186/s43251-024-00128-2
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Application of lightweight steel-UHPC composite beam in bridge emergency repair

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Abstract

This paper mainly introduces the emergency repair process for small- and medium-span bridges. The causes of deterioration were analysed by investigating old bridges. After comparison and selection of schemes, the scheme of beam replacement was confirmed using a lightweight steel ultra-high performance concrete (UHPC) composite beam as the superstructure. The main components of the calculations and the design are introduced in detail. Finally, through the load test of the bridge, it was shown that the lightweight steel-UHPC composite beam had good performance and met the requirements of Highway Level I bearing capacity. The lightweight steel-UHPC composite beam described in this paper has the characteristics of high strength, light weight, fast construction, excellent working performance, and remarkable social and economic benefits. It can be popularised and applied in the emergency repair of small- and medium-span bridges and new bridges.

Keywords

Emergency repair / Lightweight steel-UHPC composite beam / Analysis of deterioration / Differential settlement / Fast construction

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Lujia Hong, Zhiyong Li, Yao Peng. Application of lightweight steel-UHPC composite beam in bridge emergency repair. Advances in Bridge Engineering, 2024, 5(1): DOI:10.1186/s43251-024-00128-2

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References

[1]

Deng SW, Shao XD, Yan BF, Guan YP. Lightweight steel-UHPC composite bridge with overall prefabrication and fast erection in city. China J Highway Transport, 2017, 30(03): 159-166

[2]

Editorial Department of China Journal of Highway and Transport. Review on China's bridge engineering research: 2014. China J Highway Transport, 2014, 27(05): 1-96,

[3]

Gao QF, Song HY, Zhang K. Refined finite element analysis on failure mechanism of hinge joint in hollow slab girder bridge. Highway Eng, 2021, 46(01): 205-213

[4]

Heimann J. . The implementation of full depth UHPC Waffle bridge deck panels [R], 2013 Washington DC Federal Highway Administration

[5]

JTG D60-2004 (2004) General Code for Design of Highway Bridges and Culverts. Ministry of Transport of the People’s Republic of China, Beijing

[6]

Lei JH, Duan JL, He HB. Cast-in-situ hollow slabs bridge longitudinal crack reason analysis and experimental research. Highway Eng, 2017, 42(05): 85-89110

[7]

Li CX, Xiao HY, He LF, Shi Y, Feng HX, Pei BD. Experimental study on longitudinal negative bending performance of flat steel plate-UHPC composite bridge deck[J]. Eng Mech, 2024, 41(03): 91-105

[8]

Li Z, Qian ZD. Disease analysis and classification of the representative pavements on steel deck. J Transport Eng Inform, 2006, 02: 110-115

[9]

Liu R, Zhao H, An JH. Bending performance and finite element analysis of steel plate-UHPC composite deck. J Railway Sci Eng, 2023, 20(02): 628-640,

[10]

Nie JG, Tao MX, Wu LL, Nie X, Li FX, Lei FL. Advances of research on steel-concrete composite bridges. China Civil Eng J, 2012, 45(06): 110-122,

[11]

Richard P, Cheyrezy M. Composition of Reactive Powder Concrete. Cem Concr Res, 1995, 25(7): 1501-1511,

[12]

Shao XD, Cao JH, Yi DT, Chen B. Research on basic performance of composite bridge deck system with orthotropic steel deck and thin RPC layer. China J Highway Transport, 2012, 25(02): 40-45,

[13]

Shao XD, Qiu MH, Yan BF, Luo J. A review on the research and application of ultra-high performance concrete in bridge engineering around the world. Mater Rep, 2017, 31(23): 33-43

[14]

Shao XD, Qu WT, Cao JH, et al.. Static and fatigueproperties of the steel-UHPC lightweight composite bridgedeck with large U ribs. J Constr Steel Res, 2018, 148: 491-507,

[15]

Shao XD, Fan W, Huang ZY. Application of ultra-high-performance concrete in engineering structures. Chin Civil Eng J, 2021, 54(01): 1-13

[16]

Wang CS, Zhou J, Wu QY, Wang YJ, Dong XH. Fatigue life and service safety assessment for existing concrete bridges. China J Highway Transport, 2012, 25(06): 101-107,

[17]

Xiang YQ, Xing C, Shao LH, Xing Y, Zhao TY. Calculating method and experimental research on lateral load distribution of transversely strengthened hollow slab bridge. China J Highway Transport, 2013, 26(02): 63-68+76,

[18]

Yoo D, Banthia N. Mechanical properties of ultra-high-performance fiber-reinforced concrete: A review. Cement Concr Compos, 2016, 73: 267-280,

[19]

Zang QH, Bu YZ, Li Q. Review on fatigue problems of orthotropic steel bridge deck. China J Highway Transport, 2017, 30(03): 14-30+39,

[20]

Zou XH, Liu YJ. . Steel Bridge, 2020 Beijing China communications Press Co., Ltd.

Funding

Ningbo Public Welfare Research Program Projects(2023S178)

Science and Technology Innovation 2025 Major Project of Ningbo(202302)

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