Hydroplaning simulation of a tire in thin water using fem and an estimation method and its application to skid number estimation

详细信息    查看全文

• 作者：J. -Y. Jeong (136)
  H. -Y. Jeong (136)
  
• 关键词：Hydroplaning ; FEM ; Thin water ; Skid number ; Skid resistance
• 刊名：International Journal of Automotive Technology
• 出版年：2013
• 出版时间：April 2013
• 年：2013
• 卷：14
• 期：2
• 页码：325-331
• 全文大小：371KB
• 参考文献：1. Anderson, D. A., Huebner, R. S., Reed, J. R., Warner, J. C. and Henry, J. J. (1998). Improved Surface Drainage of Pavements: Final Report. / NCHRP Web Document 16, Pennsylvania Transportation Institute, Pennsylvania State University.
  2. ASTM (American Society for Testing and Material) (2008a). / ASTM Standard Specification for Standard Rib Tire for Pavement Skid-Resistance Tests E501-08.
  3. ASTM (American Society for Testing and Material) (2008b). / ASTM Standard Test Method for Skid Resistance of Paved Surfaces Using a Full-Scale Tire. E274-97.
  4. Browne, A. L. (1975). Tire deformation during dynamic hydroplaning. / Tire Science and Technology TSTCA 3,1, 16鈥?8. CrossRef
  5. Delanne, Y. (2005).Skid Resistance of Tires: Conventional Skid Resistance, Comparison and Correlation with Texture. / Bulletin Des Laboratories Des Point et Chaussees, 225, French Public Works Research Laboratory, Paris, France.
  6. Eshel, A. (1967). A Study of Tires on a Wet Runway. / Ampex Corp. 67鈥?4.
  7. Grogger, H. and Weiss, M. (1996). Calculation of the three dimensional free surface flow around an automobile tire. / Tire Science and Technology TSTCA 24,1, 39鈥?9. CrossRef
  8. Huebner, R. S., Reed, J. R. and Henry, J. J. (1986) Criteria for predicting hydroplaning potential. / J. Transportation Engineering 112,5, 549鈥?53. CrossRef
  9. Harwood, D. W. (2003). Review of Truck Characteristics as Factors in Roadway Design. / Transportation Research Board of the National Academies, 46.
  10. Horn, W. B. and Dreher, R. C. (1963). / Phenomena of Pneumatic Tire Hydroplaning. NASA TN D-2056. NASA. USA.
  11. Huebner, R. S., Reed, J. R. and John, J. H. (1986). Criteria for predicting hydroplaning potential. / J. Transportation Engineering 112,5, 549鈥?53. CrossRef
  12. Koishi, M., Okano, T., Olovsson, L., Saito, H. and Makino, M. (2001). Hydroplaning simulation using fluid-structure interaction in LS-DYNA. / The 3rd European LS-DYNA Users Conf.
  13. Kim, T.-W. and Jeong, H.-Y. (2010). Hydroplaning simulations for tires using FEM, FVM and an asymptotic method. / Int. J. Automotive Technology 11,6, 901鈥?08. CrossRef
  14. Lee, S. Y., Yoo, I. K. and Kim, J. W. (2010). Evaluation of surface skid resistance by vehicle operation speed. / Korean Society of Road Engineers, 277鈥?82.
  15. Martin, C. S. (1966). / Hydrodynamics of Tire Hydroplaning, Final Report, Project B-608, Georgia Institute of Technology.
  16. McLean, A. J., Anderson, R. W. G., Farmer, M. J. B., Lee, B. H. and Brooks, C. G. (1994). / Vehicle Travel Speeds and the Incidence of Fatal Pedestrian Collisions. NHMRC Road Accident Research Unit, The University of Adelaide for the Federal Office of Road Safety, Australian Department of Transport, Canberra.
  17. Nakajima, Y., Seta, E., Kamegawa, T. and Ogawa, H. (2000). Hydroplaning analysis by FEM and FVM: Effect of tire rolling and tire pattern on hydroplaning. / Int. J. Automotive Technology 1,1, 26鈥?4.
  18. Ong, G. P. and Fwa, T. F. (2007). Prediction of Wet Pavement Skid Resistance and Hydroplaning Potential. / Transportation Research Record: J. Transportation Research Record, 2005, TBR. National Research Council, 160鈥?71. CrossRef
  19. Oh, C. W., Kim, T. W., Jeong, H. Y., Park, K. S. and Kim, S. N. (2008). Hydroplaning simulation for a straightgrooved tire by using FDM, FEM and an asymptotic method. / J. Mechanical Science and Technology, 22, 34鈥?0. CrossRef
  20. Ong, G. P. and Fwa, T. F. (2010). A Mechanistic Interpretation of Braking Distance Specifications and Pavement Friction Requirements. / Transportation Research Board of the National Academies. 0361鈥?981.
  21. Olovsson, L. and Souli, M. (2000). ALE and fluid-structure interaction capability in LS-DYNA. / Proc. 6th Int. LSDYNA Users Conf.
  22. Okano, T. and Koishi, M. (2001). A new computational procedure to predict transient hydroplaning performance of a tire. / Tire Science and Technology TSTCA 29,1, 2鈥?2. CrossRef
  23. Rezgui, J. A. and Estenne, V. (2001) Tire tread pattern analysis for ultimate performance of hydroplaning. / Conf. Computational Fluid and Solid Mechanics, 264鈥?67.
  24. Rose, J. G. and Gallaway, B. M. (1977). Water depth influence on pavement friction. / ASCE J. Transportation Engineering 103,4, 491鈥?06.
  25. Suzuki, T. and Fujikawa, T. (2001). / Improvement of Hydroplaning Performance Based on Water Flow around Tires. Japan Automobile Research Institute. CrossRef
  26. Saal, R. N. J. (1936). Laboratory investigation into the slipperiness of roads. / Chemistry and Industry, 55, 3鈥?. CrossRef
  27. Zmindak, M. and Grajciar, I. (1997). Simulation of the aquaplane problem. / Computers & Structures 64,5/6, 1155鈥?164. CrossRef
  
• 作者单位：J. -Y. Jeong (136)
  H. -Y. Jeong (136)
  
  136. Department of Mechanical Engineering, Sogang University, Seoul, 121-742, Korea
  
• ISSN：1976-3832

文摘

To simulate the hydroplaning of a tire, many analytical studies have been performed using commercial explicit FE (Finite Element) codes such as MSC.DYTRAN and LS-DYNA. However, most previous studies on this subject have addressed simulation of hydroplaning for water more than 5 mm deep. Additionally, because a great number of Eulerian elements and Lagrangian elements are typically used to analyze hydroplaning and because multiple analyses should be performed for various water depths, long CPU times are required. In this study, it was found that the traction force and the lift and drag forces between the tire and the road surface could be easily estimated for water shallower than 5 mm using an exponential function based on tire rolling FE simulation results. Furthermore, changes in skid resistance, expressed as SN (skid number), could be estimated for various water depths and vehicle speeds using the method proposed in this study, and the results were proven to be in good agreement with results obtained using the ASTM E274 Pavement Friction Tester.