Anti-overturning safety performance investigation for single column pier bridge

• Autorzy: Ji Yongcheng , Liu Wenchao , Li Wei , Wang Pixiang

Identyfikatory

DOI

10.24425/ace.2022.141882

• Języki publikacji: EN

Abstrakty

EN

Under eccentric load, a single column pier bridge often overturns. In order to study the anti overturning performance of a single column pier bridge, taking the accident bridge in Wuxi as an example, a finite element model is established based on ABAQUS. According to the model simulation results, the relationship between the ultimate rotational load and overturning load of the accident bridge is obtained, and the ratio of the latter to the former is 1.75. Based on the model, the stress state, displacement state, and support state of the accident bridge under dead load, highway class I vehicle load, and accident vehicle load are obtained. Whether the strength and stability of the accident bridge under each load meet the service requirements is analyzed. In order to explore the differences among China, United States, and Japan specifications, the lateral stability of accident bridges is checked. It is found that the safety of the United States and Japan specifications is conservative, but the utilization rate of bridge traffic capacity is low. The safety of China specifications is slightly lower, but it can maximize the bridge’s traffic capacity and judge the ultimate overturning state of the bridge more accurately. The research results can provide technical references for the design and application of a single-column pier bridge.

Słowa kluczowe

EN

single column pier; girder bridge; anti overturning stability; finite element modelling; overturn; ultimate load; rotation

PL

podpora jednokolumnowa; most dźwigarowy; stateczność przeciwwywrotna; modelowanie metodą elementów skończonych; przewrócenie; obciążenie krytyczne; obrót

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 3
• Strony: 221--240
• Opis fizyczny: Bibliogr. 26 poz., il., tab.

Twórcy

autor

Ji Yongcheng

• Northeast Forestry University, School of Civil Engineering, Al. Harbin City, Heilongjiang Province, China

• https://orcid.org/0000-0001-9047-5015

autor

Liu Wenchao

• Northeast Forestry University, School of Civil Engineering, Al. Harbin City, Heilongjiang Province, China

• https://orcid.org/0000-0002-4356-3888

autor

Li Wei

• Northeast Forestry University, School of Civil Engineering, Al. Harbin City, Heilongjiang Province, China

• https://orcid.org/0000-0001-8360-9804

autor

Wang Pixiang

• Guangdong University of Technology, School of Civil Engineering, Al. Guangzhou, Guangdong Province, China

• https://orcid.org/0000-0003-2965-5492

Bibliografia

• [1] F. Liang, “Research on Anti-overturning Capability of Three-Span Single-Column Continuous Girder Bridge”, Highway, 2009, vol. 10, pp. 40-43.
• [2] Ministry of Transport of the People’s Republic of China, Specifications for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts. Beijing: China Communications Press, 2018.
• [3] W. Peng, R. Pan, J. Ma, “Study of Overturning Failure Modes and Anti-Overturning Calculation Methods for Single-Column Pier Beam Bridges”, Bridge Construction, 2016, vol. 46, pp. 25-30.
• [4] D.L. Zhuang, “Study of Overturning Stability Issues of Box Girder Bridges Under Action of Eccentric Load”, Bridge Construction, 2014, vol. 44, pp. 27-31.
• [5] W. Peng, T. Xu, G. Chen, “Calculation Method for Anti-overturning Capacity of Single Column Pier Girder Bridge”, China Journal of Highway and Transport, 2015, vol. 28, pp. 66-72.
• [6] F. Xu, “Analysis to Anti-overturning Stability of Three-span Continuous Steel-concrete Beam Bridge with Single Column Pier”, Highway, 2015, vol. 60, pp. 105-110.
• [7] K. Lin, “Research on anti-overturning factors of single-pillar pier bridge”, Fujian Transportation Technology, 2020, vol. 4, pp. 135-138.
• [8] Y. Xue, W. Fan, L. Wu, “Performance Impact Study of Sodium Citrateon the Compound System of Ordinary Portland Cement and Sulphoaluminate Cement”, Guangzhou Architecture, 2020, vol. 48, pp. 3-7.
• [9] C.G. Liu, S.J. Jiao, “Three-dimensional seismic response analysis of urban overpass structures”, Earthquake Engineering and Engineering Vibration, 2001, vol. 21, pp. 41-47.
• [10] D. Zhu, S. Liu, L. Yu, “Research on seismic response of curved girder bridges”, China Journal of Highway and Transport, 2002, vol. 15, pp. 42-48.
• [11] X. Cheng, L. Dai, S. Zhou, “Spatial FEM analysis and experiments of continuous curved box girder bridge”, Journal of Highway and Transportation Research and Development, 2003, vol. 20, pp. 73-76.
• [12] X. Xu, X. Wei, D. Liu, “Analysis for Static and Dynamic Characteristics of Flat Curved Box Beam”, Journal of Highway and Transportation Research and Development, 2007, vol. 24, pp. 60-65.
• [13] G. Song, D. Che, M. Li, “Stability against Overturning of Curved Continuous Box-Girder Bridges with Single Column Piers”, Materials Science and Engineering, 2018, vol. 452, pp. 25-36.
• [14] Z. Xu, X.Z. Lu, A.Z. Ren, X. Lu, “Simulation of Bridge Collapse in Virtual Scene Based on Finite Element Analysis”, Applied Mechanics and Materials, 2011, vol. 1447, pp. 94-96.
• [15] E.E.M. Diaz, F.N. Moreno, J. Mohammadi, “Investigation of Common Causes of Bridge Collapse in Colombia”, Practice Periodical on Structural Design and Construction, 2009, vol. 14, pp. 194-200, DOI: 10.1061/(ASCE)SC.1943-5576.0000006.
• [16] K. Lee, B. Andrawes, J. Lim, H. Kim, Y.J. Kang, “A study on overturning failure of horizontally curved single steel box girders”, Engineering Failure Analysis, 2019, vol. 97, pp. 20-31, DOI: 10.1016/j.engfailanal. 2018.12.004.
• [17] H. Maneetes, D.G. Linzell, “Cross-frame and lateral bracing influence on curved steel bridge free vibration response”, Journal of Constructional Steel Research, 2003, vol. 59, no. 9, pp. 1101-1117, DOI: 10.1016/S0143-974X(03)00032-4.
• [18] A.N. Kounadis, G.J. Papadopoulos, D.M. Cotsovos, “Overturning instability of a two-rigid block system under ground excitation”, ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 2012, vol. 92, no. 7, pp. 536-557, DOI: 10.1002/zamm.201100095.
• [19] K.K. Peng, “Research on Comprehensive Evaluation Method for Antioverturning Safety of Bridges with Bent-straight Beam”, Materials Science and Engineering, 2018, vol. 423, art. ID 012012, DOI: 10.1088/1757-899X/423/1/012012.
• [20] Z. Zhou, X. Ruan, X. Shi, “Selection of Overturning Axis in Lateral Stability Calculation of Girder Bridge”, Journal of Chongqing Jiaotong University (Natural Science), 2013, vol. 32, pp. 907-910.
• [21] G.Y. Lv, P. Rao, W.W. Han, P. Wu, “Research on practical calculation method of anti-overturning resistance of curved box girder bridge with single-column pier”, Transportation Science and Engineering, 2021, vol. 37, pp. 35-40, DOI: 10.16544/j.cnki.cn43-1494/u.2021.03.006.
• [22] X. Shi, Z. Cao, H. Ma, X. Ruan, “Failure Analysis on a Curved Girder Bridge Collapse under Eccentric Heavy Vehicles Using Explicit Finite Element Method: Case Study”, Journal of Bridge Engineering, 2018, vol. 23, no. 3, DOI: 10.1061/(ASCE)BE.1943-5592.0001201.
• [23] Specifications for Seismic Design of Highway Bridges. Beijing: China Communications Press, 2018.
• [24] W. Peng, B. Cheng, X. Shi, “Research on mechanism of overturning failure of single column pier beam bridge”, Journal of Natural Disasters, 2014, vol. 23, pp. 98-106.
• [25] AASHTO LRFD Bridge Design Specifications. Washington, U.S.: Transportation Commission, 2017.
• [26] Road and bridge instructions and explanations. Japan: Maruzen Co Ltd., 2012.

Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).