Investigating the changes of vertical acceleration at the place of application of curved lifting based on the use of a quarter car model in the geometric design of two-lane roads.

Document Type : Original Article

Authors
1 Department of Civil Engineering, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran.
2 Professor, Department of Civil Engineering, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran. Qazvin, Iran , Iran
3 Ph.D., Candidate, Department of Civil Engineering, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran.
Abstract
Surface water caused by rainfall is very important on the road surface. Usually, this work is provided with the help of longitudinal and transverse slopes of the track. This is more important in the location of horizontal arches considering the role that their correct design has in providing safety. In this research, the method of using elevation at the place of change of the transverse slope of the road has been investigated in terms of low and good vertical acceleration of the vehicle. The use of crooked elevation can be placed at both ends of the horizontal arch or simply placed at the place of change of the drainage route. The vertical acceleration study has been done with the help of the dynamic model of the suspension system of a quarter car with two degrees of freedom.Analytical geometry and linear algebra methods were used for the geometric modeling of the route. The equations of the asphalt top plate in place on the height of the curve were obtained for the general geometrical data of the track such as the width of the track, the transverse slope in the straight horizontal path, the length applied to the height of the curve. In the following, by mathematical modeling of the planes perpendicular to the vehicle's path (parallel to the longitudinal axis of the road) and determining the intersection lines with the road surfaces, the equations of the longitudinal profile of the road (contact point of the vehicle wheel) were determined.
Keywords

-قربانیان، جمشیدی، احسان، آشوری. (2011). تحلیل دینامیکی اثرات سرعت‌گیر و سرعت‌کاه‌ها روی آسایش سرنشینان خودروی پراید با مدل یک چهارم خودرو و بهینه‌سازی شکل سرعت‌گیر و سرعت‌کاه. مهندسی مکانیک و ارتعاشات. 2(2)، 79-65.
-Abdulhafedh, A. (2019). Design of Superelevation of Highway Curves: An Overview and Distribution Methods.  Journal of City and Development, 1(1), 35-40
-Al-Ashmori, M., & Wang, X. (2020). A Systematic Literature Review of Various Control Techniques for Active Seat Suspension Systems. Applied Sciences, 10(3), 1148.
-Awadallah, F. (2005). Theoretical analysis for horizontal curves based on actual discomfort speed. Journal of Transportation Engineering, 131(11), 843-850.
-Basil Psarianos, Elias Choueiri, Joelle Aoun (2017). Operational and Safety Performance Investigation of Skew Superelevation Runoff, TRB 2017 Annual Meeting.
-Brown, A., & Brennan, S. (2014). On the required complexity of vehicle dynamic models for use in simulation-based highway design. Journal of Safety Research, 49, 105. e101-112.
-Choudhari, T., & Maji, A. (2019). Socio-demographic and experience factors affecting drivers’ runoff risk along horizontal curves of two-lane rural highway. Journal of Safety Research, 71, 1-11.
-Durth, W., & Lippold, C. (1995). Entwurf der neuen richtlinien fuer die anlage von strassen-teil: linienfuehrung (RAS-L 1994). Straße Und Autobahn, 46. (2).
-Easa, S. M., & Mehmood, A. (2008). Optimizing design of highway horizontal alignments: New substantive safety approach. ComputerAided Civil and Infrastructure Engineering, 23(7), 560-573.
-Gillespie, T. D. (1992). Fundamentals of vehicle dynamics, Vol. 400, Society of automotive engineers Warrendale, PA.
-Harwood, D. W., Council, F., Hauer, E., Hughes, W., & Vogt, A. (2000). Prediction of the expected safety performance of rural two-lane highways. Retrieved from.
-Hong, H. S. (2014). Review of maximum superelevation utilized in current method provided in highway design, The University of Texas at San Antonio.
-Karyawan, I. D. M. A., Widianty, D., & Sideman, I. A. O. S. (2017). Analisis Kelandaian Melintang sebagai Elemen Geometrik pada Beberapa Tikungan Ruas Jalan Mataram-Lembar. Spektrum Sipil, 2(1), 12-21.
-Kobryń, A. (2017). Transition curves for highway geometric design, Springer.
-Konstantinos Apostoleris, Basil Psarianos (2019) Skew Superelevation Edge Rounding Design Improving Riding Comfort on Freeways, Transportation Research Record, Vol. 2673(1) 343–357.
-Kordani, A. A., Molan, A. M., & Monajjem, S. (2014). New formulas of side friction factor based on three-dimensional model in horizontal curves for various vehicles. Paper presented at the T&DI Congress 2014, Planes, Trains, and Automobiles.
-Lee, J. Y., Lee, J. D., Bärgman, J., Lee, J., & Reimer, B. (2018). How safe is tuning a radio? using the radio tuning task as a benchmark for distracted driving. Accident Analysis & Prevention, 110, 29-37.
-Lin, Y., & Niu, J. (2011). Effect of Highway Horizontal Alignment on Driver Decision Behavior on Trajectory Path ICTE 2011, 2683-2688.
-McGee, H.W., Rizzo, R.S., Tustin, B. (1984). Highway Design and Operation Standards Affected by Vehicle Characteristics. Bellomo-McGee, Inc. Final Report to Federal Highway Administration, December.
-Manual, N. R. C. T. R. B. T. F. o. D. o. t. H. S., & Manual, T. O. J. T. F. o. t. H. S. (2010). Highway safety manual, Vol. 1. AASHTO.
-Marchionna, A., & Perco, P. (2007). A proposal to update the clothoid parameter limiting criteria of the Italian standard. Paper presented at the Int. Societa Italiana Infrastrutture Viarie Congress.
-Marjanen, Y. (2010). Validation and improvement of the ISO 2631-1 (1997) standard method for evaluating discomfort from whole-body vibration in a multi-axis environment. Yka Marjanen.­
-Monajem, s. (2012). Highway Engineering Design and Traffic (6th ed.). Tehran: Angeizeh.
-Mustakim, A., Yosomulyono, S., & Juniardi, F. (2017). Evaluasi kelayakan geometrik jalan pada ruas jalan raya singkawang-bengkayang. Journal Mahasiswa Teknik Sipil Universitas Tanjungpura, 6. (3).
-Officials, T. (2018). A Policy on Geometric Design of Highways and Streets, AASHTO.
-Othman, S., Thomson, R., & Lannér, G. (2012). Using naturalistic field operational test data to identify horizontal curves. Journal of Transportation Engineering, 138(9), 1151-1160.
-Shao, Y. m., & Xu, J. (2016). Effects of geometric features of highway horizontal alignment on steering behavior of passenger car. Journal of Vibroengineering, 18(6), 4086-4104
-Torbic, D. J., O'Laughlin, M. K., Harwood, D. W., Bauer, K. M., Bokenkroger, C. D., Lucas, L. M., Brown, A. (2014). Superelevation criteria for sharp horizontal curves on steep grades.
-Türkay, S., & Akçay, H. (2005). A study of random vibration characteristics of the quarter-car model. Journal of sound and vibration, 282(1-2), 111-124.
-Wegman, F. (2014). Analyzing road design risk factors for run-off-road crashes in the Netherlands with crash prediction models. Journal of Safety Research, 49, 121. e121-127.
-Zegeer, C., Stewart, R., Reinfurt, D., Council, F., Neuman, T., Hamilton, E., Hunter, W. (1991). Cost-effective geometric improvements for safety upgrading of horizontal curves
-Zegeer, C. V., Stewart, J. R., Council, F. M., Reinfurt, D. W., & Hamilton, E. (1992). Safety effects of geometric improvements on horizontal curves. Transportation Research Record.