Abstract
In order to obtain the difference of anti-collision performance between the socket assembled bridge pier and integral bridge pier, this research conducted the model test of the bridge piers subjected to vehicle impact. The influence of the socket connection form and structure parameters such as embedment depth, interface roughness, and reserved hole opening size on the response of bridge piers to vehicle collision was analyzed by comparing them with those of the cast-in-place bridge pier. Results show that vehicle speed and socket depth are important factors affecting the dynamic response of socket bridge piers to vehicle crash. The maximum impact force on a bridge pier is obviously affected by the embedment depth of the pier column, but no clear change rule exists between them. The opening size of the reserved cavity affects the impact force slightly when the vehicle speed is low, but gradually increases with the increase in vehicle speed. The damage degree of the bridge pier gradually decreases with the increase in the embedment depth of the pier column and increases with the increase in vehicle speed. The acceleration of the bridge pier tends to increase with the vehicle speed, but no clear law of change with the socket depth exists. The maximum strain of the steel bar at the root of the socket pier is greater than that of the impact position, and the maximum strain distribution of the steel bars of the pier column with the socket embedment depth greater than or equal to 1.0 times diameter of the column is similar to that of the cast-in-place one. The maximum strain of steel bars of the both are at the root of the pier column. The study results provide a data reference for further studying the actual vehicle bum** on socket bridge pier and prefabricated bridge anti-collision design.
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References
Abdelkarim OI, Elgawady MA (2017) Performance of bridge piers under vehicle collision. Engineering Structures 140:140–337, DOI: https://doi.org/10.1016/j.engstruct.2017.02.054
Canha RMF, Campos GM, El Debs MK (2012) Design model and recommendations of column-foundation connection through socket with rough interfaces. IBRACON Structures and Materials Journal 5(2):182–218, DOI: https://doi.org/10.1590/S1983-41952012000200005
Chen L, Zeng YY, Yan ZF, Zhu MQ (2019) Dynamic response and damage characteristics of a RC pier under vehicle impacting. Journal of Vibration and Shock 38(13):261–268, DOI: https://doi.org/10.13465/j.cnki.jvs.2019.13.037 (in Chinese)
El-Tawil S, Severino E, Fonseca P (2005) Vehicle collision with bridge piers. Journal of Bridge Engineering 10(3):345–353, DOI: https://doi.org/10.1061/(ASCE)1084-0702(2005)10:3(345)
Han Y, Fan DZ, Liu S (2017) Tests for effect of encased steel plate on anti-impact performance of a RC pier. Journal of Vibration and Shock 36(23):175–179, DOI: https://doi.org/10.13465/j.cnki.jvs.2017.23.026 (in Chinese)
Haraldsson OS, Janes TM, Eberhard MO, Stanton JF (2013) Seismic resistance of sock connection between footing and precast column. Journal of Bridge Engineering 18(9):910–919, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000413
Jiang HX, Cha YQ, Zhou L, Wang ZQ (2016) Research on key technology of prefabrication and assembling of urban bridge piers. Shanghai Construction Technology 37(1):5–8, DOI: https://doi.org/10.3969/j.issn.1005-6637.2016.01.002 (in Chinese)
Jiang HX, Wei ZZ (2017) Study on anti-seismic property of socketed precast assembled bridge pier. Urban Roads Bridges & Flood Control 31(6):56–60, DOI: https://doi.org/10.16799/j.cnki.csdqyfh.2017.12.016 (in Chinese)
Jones J, Shoushtari E, Saiidi MS, Itani A (2020) Comparison of seismic performance of socket and pocket connections for reinforced concrete bridge column base hinges. Transportation Research Record 2674(5): 349–360, DOI: https://doi.org/10.1177/0361198120915695
Kim W, Jeong Y, Kim K, Lee J (2016) Non-linear dynamic analysis of reinforced concrete bridge columns under vehicle impact loadings. Journal of Vibroengineering 18(7):4617–4626, DOI: https://doi.org/10.21595/jve.2016.16640
Kim K, Lee J (2020) Fragility of bridge columns under vehicle impact using risk analysis. Advances in Civil Engineering 2020:2020–1, DOI: https://doi.org/10.1155/2020/7193910
Liu YH, Zhu WL, Wang LM, Ci WZ, He TJ, Zeng Y, Zhao YC (2019) Impact of the axial load on the dynamic response of RC column under the lateral impact load. Journal of Safety and Environment 19(4):1204–1212, DOI: https://doi.org/10.13637/j.issn.1009-6094.2019.04.015 (in Chinese)
Mohebbi A, Saiidi MS, Itani AM (2018) Shake table studies and analysis of a precast two-column bent with advanced materials and pocket connections. Journal of Bridge Engineering 23(7):04018046, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0001247
Pan KM, **ao YM, Wang HD, He DP (2018) Study on rapid implementation design of Dianqi river bridge reconstruction project in Bei**g. Urban Roads Bridges & Flood Control 32(9):34–38, DOI: https://doi.org/10.16799/j.cnki.csdqyfh.2018.09.009 (in Chinese)
Sharma H, Hurlebaus S, Gardoni P (2012) Performance-based response evaluation of reinforced concrete columns subject to vehicle impact. International Journal of impact Engineering 43(S):52–62, DOI: https://doi.org/10.1016/j.ijimpeng.2011.11.007
Tran HV (2012) Drilled shaft socket connections for precast columns in seismic regions. MSc Thesis, University of Washington, Seattle, WA, USA
Wee T, Yin H, Maharun M, Saravanan K, Liew MS, Salleh AR, Wong TC (2014) Research on HGV collisions with concrete bridge piers. Applied Mechanics and Materials 567:567–648, DOI: https://doi.org/10.4028/www.scientific.net/AMM.567.648
Xu Y, Zeng Z, Ge JP, Wang ZG (2019) Minimum reasonable socket depth of precast pier-footing with socket connection. Journal of Tongji University (Natural Science) 47(12):1706–1711, DOI: https://doi.org/10.11908/j.issn.0253-374x.2019.12.003 (in Chinese)
Zhang YY, Zhai Y (2018) Research progress of methods for improving seismic performance of prefabricated bridge piers. Journal of Highway and Transportation Research and Development 12(2):43–50, DOI: https://doi.org/10.1061/JHTRCQ.0000624
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The authors gratefully acknowledge the financial support provided by National Natural Science Foundation of China (No. 51878006) and Basic Scientific Research Project of Bei**g Science and Technology Innovation Service Capacity Building (No. 110052971921/058).
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Han, Y., Liu, Z. & Wang, L. Test for Influence of Socket Connection Structure on Dynamic Response of Prefabricated Pier under Vehicle Collision. KSCE J Civ Eng 26, 1188–1202 (2022). https://doi.org/10.1007/s12205-021-2320-y
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DOI: https://doi.org/10.1007/s12205-021-2320-y