EFFECT OF VEHICLE QUALITY AND SPEED ON THE IMPACT CHARACTERISTICS OF AN OVERPASS BRIDGE PIER

Authors

  • Shijie Wang Department of Civil Engineering, Northeast Forestry University, Harbin15004，China
  • Quansheng Sun Department of Civil Engineering, Northeast Forestry University, Harbin15004，China
  • Jianxi Yang Department of Civil Engineering, Northeast Forestry University, Harbin15004，China

DOI:

https://doi.org/10.14311/CEJ.2020.01.0017

Keywords:

Heavy truck load, Impact speed, Pier impact, Finite element analysis, Impact force

Abstract

To study the impact of the mechanical characteristics of heavy trucks on piers under different masses and speeds, a new equivalent simplified model of heavy trucks is proposed in this paper. The reliability of the calculation model is verified by studying the pier of the G1011 Ha-Tong high-speed K302+095 separated overpass, which was subjected to impact by a heavy truck. A finite element model of a heavy truck and a pier is established using the finite element software ABAQUS, and the influence of heavy truck load and impact speed on the impact force and pier stress is analysed. Results show that the peak of impact force increases with the increase in the mass and impact speed of heavy trucks. The high-stress area of the pier is concentrated in the root and the impact position, and an inclined through-crack is formed at 45° with the pier axis. The results also reveal the influence law of the quality of heavy trucks and impact speed on the impact force and stress of the pier and provide a new theoretical basis for the anti-collision design of piers and the limitation of current specifications on the high-speed impact of heavy trucks on piers.

Downloads

Download data is not yet available.

References

REFERENCES

Chen Lin.,2015.Research on Bridge Piers Against Vehicle Impact. Hunan University, 2015

Tsang H, Lam N T K. ,2008.Collapse of Reinforced Concrete Column by Vehicle Impact. Computer-

Aided Civil and Infrastructure Engineering, vol. 23: 427-436

Thilakarathna H M I, Thambiratnam D P, Dhanasekar M et al.,2010. Numerical Simulation of Axially

Loaded Concrete Columns under Transverse Impact and Vulnerability Assessment. International Journal of

Impact Engineering, vol. 37(11): 1100-1112

Ferrer B, Ivorra S, Segovia E et al. ,2010. Tridimensional Modelization of the Impact of a Vehicle against a Metallic Parking Column at a Low Speed[J]. Engineering Structures, vol. 32(8): 1986-1992

Buth C E, Brackin M S, Williams W F et al. ,2011. Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions. Texas: Texas Transportation Institute Proving Ground:1-87.

Sharma H, Hurlebaus S, Gardoni P. , 2012. Performance-Based Response Evaluation of Reinforced Concrete Columns Subject to Vehicle Impact. International Journal of Impact Engineering, vol. 43: 52-62

Joshi A S, Gupta L M. , 2012 A Simulation Study on Quantifying Damage in Bridge Piers Subjected to Vehicle Collisions. International Journal of Advanced Structural Engineering (IJASE), vol. 4(1): 1-13.

Gomez N, Alipour A., 2014.Study of Circular Reinforced Concrete Bridge Piers Subjected to Vehicular Collisions. Structures Congress 2014, Boston, 577-587.

Popp C. , 1961. Der Querstoß beim Anprall von Kraftfahrzeugen auf Stützen und Rah-menstiele von Straßenunterführungen. Köln: Stahlbau-Verlag

Zhu Yadi, Lu wenliang. ,2013.Model tests for collision force between a vehicle and piers, Journal of Vibration and Shock, vol. 32(21): 182-185.

El-Tawil S, Severino E, Fonseca P., 2005. Vehicle Collision with Bridge Piers. Journal of Bridge Engineering, vol. 10(3): 345-353.

Agrawal A K, Liu G, Alampalli S., 2013.Effects of Truck Impacts on Bridge Piers. Advanced Materials Research, vol. 639-640: 13-25.

Lu Wenliang, Li Xiaolong, Peng Boyang,et al.,2012.Analysis of collision dynamic response of vehicle Pier and column Model.Railway Engineering,No.3:12-13+95

Xu Linfeng.,2014.Research on impact force and strain of bridge pier caused by vehicle collision, dissertation for the degree of master(Beijing Jiaotong University):25-90

Liu Shan.,2017.Research on impact force of reinforced concrete pier impacted by vehicle, dissertation for the degree of master(Northern University of Technology):9-68

Downloads

Published

2020-07-31

How to Cite

Wang, S., Sun, Q., & Yang, J. (2020). EFFECT OF VEHICLE QUALITY AND SPEED ON THE IMPACT CHARACTERISTICS OF AN OVERPASS BRIDGE PIER. Stavební Obzor - Civil Engineering Journal, 29(2). https://doi.org/10.14311/CEJ.2020.01.0017

Issue

Vol. 29 No. 2 (2020)

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).