Technical Papers
Jul 12, 2018

Aerodynamic Study on a Heavy Truck Passing by a Bridge Pylon under Crosswinds Using CFD

Publication: Journal of Bridge Engineering
Volume 23, Issue 9

Abstract

High-sided vehicles experience sudden changes in aerodynamic forces when passing through the wake of towers of bridges under crosswind. This may lead, in the worst case, to vehicle rollover or undesired lane changes, thus representing a critical concern for running safety. Computational fluid dynamics (CFD) is used to simulate and investigate the aerodynamic forces acting on a heavy goods vehicle (HGV) during the overtaking maneuver of a bridge tower when the vehicle is passing through the wake of the pylon generated by lateral wind. Dynamic mesh techniques are adopted to simulate the relative velocity between the vehicle and the infrastructure. Such an approach can be used to design lateral shields to be installed on existing infrastructure, reducing the risk of a wind-induced accident involving overturning of the HGV. The validation of the moving mesh strategies is performed comparing numerical and wind tunnel test results in terms of aerodynamic forces and moments acting on a stationary vehicle for different exposure angles.

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Acknowledgments

We acknowledge the CINECA award under the ISCRA initiative for the availability of high-performance computing resources and support.

References

Argentini, T., E. Ozkan, D. Rocchi, L. Rosa, and A. Zasso. 2011. “Cross-wind effects on a vehicle crossing the wake of a bridge pylon.” J. Wind Eng. Ind. Aerodyn. 99 (6−7): 734–740. https://doi.org/10.1016/j.jweia.2011.01.021.
Baker, C. J., F. Cheli, A. Orellano, N. Paradot, C. Proppe, and D. Rocchi. 2009. “Cross-wind effects on road and rail vehicles.” Veh. Syst. Dyn. 47 (8): 983–1022. https://doi.org/10.1080/00423110903078794.
Baker, C. J. 1986. “A simplified analysis of various types of wind-induced road vehicle accidents.” J. Wind Eng. Ind. Aerodyn. 22 (1): 69–85. https://doi.org/10.1016/0167-6105(86)90012-7.
Baker, C. J. 1987. “Measures to control vehicle movement at exposed sites during windy periods.” J. Wind Eng. Ind. Aerodyn. 25 (2): 151–161. https://doi.org/10.1016/0167-6105(87)90013-4.
Baker, C. J., and S. Reynolds. 1992. “Wind-induced accidents of road vehicles.” Accid. Anal. Prev. 24 (6): 559–575. https://doi.org/10.1016/0001-4575(92)90009-8.
Bettle, J., A. G. L. Holloway, and J. E. S. Venart. 2003. “A computational study of the aerodynamic forces acting on a tractor-trailer vehicle on a bridge in cross-wind.” J. Wind Eng. Ind. Aerodyn. 91 (5): 573–592. https://doi.org/10.1016/S0167-6105(02)00461-0.
Charuvisit, S., K. Kimura, and Y. Fujino. 2004. “Experimental and semi-analytical studies on the aerodynamic forces acting on a vehicle passing through the wake of a bridge tower in cross wind.” J. Wind Eng. Ind. Aerodyn. 92 (9): 749–780. https://doi.org/10.1016/j.jweia.2004.04.001.
Cheli, F., P. Belforte, S. Melzi, E. Sabbioni, and G. Tomasini. 2006. “Numerical−experimental approach for evaluating cross-wind aerodynamic effects on heavy vehicles.” Veh. Syst. Dyn. 44 (S1): 791–804. https://doi.org/10.1080/00423110600886689.
Cheli, F., R. Corradi, E. Sabbioni, and G. Tomasini. 2011a. “Wind tunnel tests on heavy road vehicles: Cross wind induced loads—Part 1.” J. Wind Eng. Ind. Aerodyn. 99 (10): 1000–1010. https://doi.org/10.1016/j.jweia.2011.07.009.
Cheli, F., R. Corradi, E. Sabbioni, and G. Tomasini. 2011b. “Wind tunnel tests on heavy road vehicles: Cross wind induced loads—Part 2.” J. Wind Eng. Ind. Aerodyn. 99 (10): 1011–1024. https://doi.org/10.1016/j.jweia.2011.07.007.
Fransos, D., and L. Bruno. 2010. “Edge degree-of-sharpness and free-stream turbulence scale effects on the aerodynamics of a bridge deck.” J. Wind Eng. Ind. Aerodyn. 98 (10−11): 661–671. https://doi.org/10.1016/j.jweia.2010.06.008.
Gunes, D. 2010. “On the similarity of wind tunnel experiments and numerical simulation of heavy-duty trailer flow.” Prog. Comput. Fluid Dyn. 10 (3): 168–176. https://doi.org/10.1504/PCFD.2010.033328.
Hargreaves, D., and H. Morvan. 2008. “Initial validation of cross wind effects on a static high-sided vehicle.” Int. J. CFD Case Stud. 7: 17–31.
Jasak, H. 2009. “Dynamic mesh handling in OpenFOAM.” In Proc., 47th AIAA Aerospace Sciences Meeting, Including the New Horizons Forum and Aerospace Exposition, 1−10. Reston, VA: American Institute of Aeronautics and Astronautics. https://doi.org/10.2514/6.2009-341.
Mannini, C., A. Šoda, R. Voß, and G. Schewe. 2010. “Unsteady RANS simulations of flow around a bridge section.” J. Wind Eng. Ind. Aerodyn. 98 (12): 742–753. https://doi.org/10.1016/j.jweia.2010.06.010.
Menter, F. R. 2009. “Review of the shear-stress transport turbulence model experience from an industrial perspective.” Int. J. Comput. Fluid Dyn. 23 (4): 305–316. https://doi.org/10.1080/10618560902773387.
Rocchi, D., L. Rosa, E. Sabbioni, and M. Sbrosi, and M. Belloli. 2012. “A numerical–experimental methodology for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower under cross wind.” J. Wind Eng. Ind. Aerodyn. 104–106 (May−Jul): 256–265. https://doi.org/10.1016/j.jweia.2012.03.012.
Sabbioni, E., M. Sbrosi, D. Rocchi, and R. Galeotti. 2012. “Dynamic response of vehicle-driver couple to the aerodynamic loads due to the crossing of a bridge tower wake.” SAE Int. J. Commer. Veh. 5 (1): 83–93. https://doi.org/10.4271/2012-01-0214.
SAE International. 2013. Guidelines for aerodynamic assessment of medium and heavy commercial ground vehicles using computational fluid dynamics. SAE Standard J2966. Warrendale, PA: SAE International.
Salati, L., P. Schito, and F. Cheli. 2015. “Heavy truck drag reduction obtained from devices installed on the trailer.” SAE Int. J. Commer. Veh. 8 (2): 747–760. https://doi.org/10.4271/2015-01-2898.
Salati, L., P. Schito, and F. Cheli. 2017. “Wind tunnel experiment on a heavy truck equipped with front-rear trailer device.” J. Wind Eng. Ind. Aerodyn. 171 (Dec): 101–109. https://doi.org/10.1016/j.jweia.2017.09.016.
Sterling, M., A. D. Quinn, D. M. Hargreaves, F. Cheli, E. Sabbioni, G. Tomasini, D. Delaunay, C. J. Baker, and H. Morvan. 2010. “A comparison of different methods to evaluate the wind induced forces on a high-sided lorry.” J. Wind Eng. Ind. Aerodyn. 98 (1): 10–20. https://doi.org/10.1016/j.jweia.2009.08.008.
Wang, B., W. L. Xu, L. D. Zhu, and Y. L. Li. 2014. “Crosswind effect studies on road vehicle passing by bridge tower using computational fluid dynamics.” Eng. Appl. Comput. Fluid Mech. 8 (3): 330–344. https://doi.org/10.1080/19942060.2014.11015519.

Information & Authors

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 9September 2018

History

Received: Apr 18, 2017
Accepted: Mar 28, 2018
Published online: Jul 12, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 12, 2018

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Authors

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Ph.D. Candidate, Dept. di Meccanica–Politecnico di Milano, via La Masa 1, Milano, MI, 20156, Italy. Email: [email protected]
Assistant Professor, Dept. di Meccanica–Politecnico di Milano, via La Masa 1, Milano, MI, 20156, Italy (corresponding author). ORCID: https://orcid.org/0000-0003-4686-2602. Email: [email protected]
Professor, Dept. di Meccanica–Politecnico di Milano, via La Masa 1, Milano, MI, 20156, Italy. Email: [email protected]
E. Sabbioni [email protected]
Professor, Dept. di Meccanica–Politecnico di Milano, via La Masa 1, Milano, MI, 20156, Italy. Email: [email protected]

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