Birendra Kumar Singh,
- , Professor, Civil Engineering Department, Birla Institute of Technology, Mesra, Ranchi, (Jharkhand), India, ,
Abstract
The rapid growth of high-speed transportation systems has necessitated a detailed assessment of the structural effects induced by moving heavy vehicles. This study investigates the lateral thrust generated by high-speed vehicular movement and its implications for the design and safety evaluation of transportation infrastructure. A representative vehicle with dimensions of 18 m length, 5 m height, and 4 m width was considered for the analysis. The impact load generated by the vehicle was evaluated, resulting in a total applied load of 1500 tonnes. Based on dynamic loading considerations, the lateral load was determined using a coefficient of 0.217, yielding a total lateral force of 326 tonnes. Since the force acts symmetrically on both sides of the structure, the lateral load on one side was calculated as 163 tonnes. In addition to the direct impact-induced lateral force, aerodynamic effects caused by vehicle movement were analyzed. The vehicle operating speed was taken as 120 km/h (33.33 m/s). The displacement of air around the moving vehicle generates additional lateral thrust, which was estimated using the projected surface area exposed to airflow. Considering the side and end surfaces of the vehicle, the total effective area was found to be 220 m². Using the adopted aerodynamic loading coefficient, the resulting air thrust was calculated as 15 tonnes, corresponding to 7.5 tonnes on each side. The combined lateral thrust due to both impact loading and aerodynamic effects was therefore determined as 171 tonnes on one side. The study concludes that an additional lateral load of 171 tonnes should be considered over an 18 m vehicle length for the safe and reliable design of structures subjected to high-speed vehicular movement.
Keywords: High-speed vehicle movement, lateral thrust, impact load, aerodynamic load, dynamic loading, structural analysis, vehicle-induced forces, air displacement effects, transportation infrastructure, structural safety, lateral load assessment, high-speed transportation systems
[This article belongs to Trends in Transport Engineering and Applications ]
References
- Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses. New Delhi: Indian Roads Congress; 2017.
- Bureau of Indian Standards. IS 875 (Part 3): 2015. Design Loads (Other Than Earthquake) for Buildings and Structures – Wind Loads. New Delhi: BIS; 2015.
- Bureau of Indian Standards. IS 456:2000. Plain and Reinforced Concrete – Code of Practice. New Delhi: BIS; 2000.
- Bureau of Indian Standards. IS 1893 (Part 1): 2016. Criteria for Earthquake Resistant Design of Structures. New Delhi: BIS; 2016.
- Holmes JD. Wind Loading of Structures. 3rd ed. Boca Raton: CRC Press; 2015.
- Simiu E, Scanlan RH. Wind Effects on Structures: Fundamentals and Applications to Design. 3rd ed. Hoboken: John Wiley & Sons; 1996.
- Cook NJ. The Designer’s Guide to Wind Loading of Building Structures. London: Butterworth-Heinemann; 1990.
- Chen WF, Duan L. Bridge Engineering Handbook. 2nd ed. Boca Raton: CRC Press; 2014.
- Paultre P. Dynamics of Structures. London: ISTE Ltd and John Wiley & Sons; 2010.
- Clough RW, Penzien J. Dynamics of Structures. 3rd ed. New York: McGraw-Hill; 2003.
- Frýba L. Dynamics of Railway Bridges. London: Thomas Telford Publishing; 1996.
- Xia H, Zhang N, Guo WW. Dynamic Interaction of Train–Bridge Systems in High-Speed Railways. Berlin: Springer; 2018.
- Baker CJ. The flow around high-speed trains. J Wind Eng Ind Aerodyn. 2010;98(6-7):277–298.
- Sterling M, Baker CJ, Jordan SC, Johnson T. A study of the slipstreams of high-speed passenger trains and freight trains. Proc Inst Mech Eng Part F J Rail Rapid Transit. 2008;222(2):177–193.
- Orellano A, Schober M. Aerodynamic performance of a typical high-speed train. Proc Inst Mech Eng Part F J Rail Rapid Transit. 2006;220(4):447–456.
- EN 1991-2. Eurocode 1: Actions on Structures – Part 2: Traffic Loads on Bridges. Brussels: European Committee for Standardization; 2003.
- Cooper RK. The effect of moving loads on bridge structures. Proc Inst Civ Eng. 1997;123(2):65–72.
- Kwon SD, Park JH. Evaluation of aerodynamic loads generated by moving vehicles on nearby structures. J Wind Eng Ind Aerodyn. 2015;146:98–107.
- Zhai WM. Vehicle–Track Coupled Dynamics: Theory and Applications. Singapore: Springer; 2020.
- Madhkhan M, Ahmadi E. Dynamic effects of moving vehicle loads on structures subjected to high-speed transportation. Eng Struct. 2014;75:256–268.

Trends in Transport Engineering and Applications
| Volume | 13 | |
| Issue | 02 | |
| Received | 17/06/2026 | |
| Accepted | 03/07/2026 | |
| Published | 09/07/2026 | |
| Publication Time | 22 Days |