Technical Papers
Jan 15, 2014

New Solutions for General Transition Curves

Publication: Journal of Surveying Engineering
Volume 140, Issue 1

Abstract

This paper presents new solutions in the area of general transition curves. General transition curves describe a curvilinear transition between two rectilinear directions using only one equation. The curves ensure continuous change of curvature all over the curvilinear transition. Along such curves, the curvature rises from zero at the start point to a certain maximum value, and then drops to zero again at the end point. The present paper introduces two new families of general transition curves: with smooth and nonsmooth curvature diagrams. This means that the general transition curves could be considered as an alternative to the geometric systems formed by classical geometric elements (first transition curve – circular arc – second transition curve; first transition curve – second transition curve). The use of general transition curves is advantageous from the viewpoint of vehicle motion dynamics. It also extends the possibilities of modifying the arc geometry to obtain the assumed radius of curvature.

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References

Baykal, O. (1996). “Concept of lateral change of acceleration.” J. Surv. Eng., 132–141.
Baykal, O., Tari, E., Coskun, Z., and Sahin, M. (1997). “New transition curve joining two straight lines.” J. Transp. Eng., 337–344.
Bosurgi, G., and D’Andrea, A. (2012). “A polynomial parametric curve (PPC-CURVE) for the design of horizontal geometry of highways.” Comput. Aided Civ. Infrastruct. Eng., 27(4), 304–312.
Calogero, V. (1969). “A new method in road design – polynomial alignment.” Comput. Aided Des., 1(2), 19–29.
Cantisani, G., Dondi, D., Loprencipe, G., and Ranzo, A. (2004). “Spline curves for geometric modeling of highway design.” Proc., 2nd Int. Congress New Technologies and Modelling Tools for Road Applications to Design and Management, Societe Italiana di Infrastrutture Viarie, Ancona, Italy.
Fulczyk, A. G. (1977). “Trassenausgleich nach Spline-Algorithmen (TRANSA).” Die Straße, 17(2), 65–67 (in German).
Grabowski, R. J. (1984). “Gładkie przejścia krzywoliniowe w drogach kołowych i kolejowych.” Scientific Bulletins of the University of Mining and Metallurgy, Geodesy 82, Kracow, Poland (in Polish).
Kobryń, A. (1991a). “Zur Berechnung von Absteckdaten bei der Anwendung der Blosskurve.” Zeitschrift für Vermessungswesen, 116(7), 284–288 (in German).
Kobryń, A. (1991b). “Zur Festlegung der Trassengeometrie mittels Klotoide.” Allgemeine Vermessungs-Nachrichten, 98(7), 229–233 (in German).
Kobryń, A. (1991c). “Zur Kurvenüberleitung bei der Ausfahrt von Autobahnen.” Vermessungswesen und Raumordnung, 53(8), 385–391 (in German).
Kobryń, A. (1993). “Allgemeine mathematische Übergangskurven als Trassierungselement.” Zeitschrift für Vermessungswesen, 118(5), 227–242 (in German).
Kobryń, A. (1995). “Breaking curves in the road interchanges.” Drogownictwo, 50(1), 12–14 (in Polish).
Kobryń, A. (2009). “Wielomianowe kształtowanie krzywych przejściowych.” Wydawnictwa Politechniki Białostockiej, Rozprawy Naukowe nr 167, Białystok, Poland (in Polish).
Kobryń, A. (2011). “Polynomial solutions of transition curves.” J. Surv. Eng., 71–80.
Kühn, W. (1983a). “Anwendung verallgemeinerter kubischer Spline-Funktionen für Achsberechnung von Straßen.” Die Straße, 23(2), 9–13 (in German).
Kühn, W. (1983b). “Entwurfstechnische Parameter und Kontrollgrößen zur Beurteilung einer polynomialer Trasse.” Die Straße, 23(1), 68–71 (in German).
Tari, E., and Baykal, O. (1998). “An alternative curve in the use of high speed transportation systems.” Intdiscplin. J. Phys. Eng. Sci., 51(2), 126–135.
Tari, E., and Baykal, O. (2005). “A new transition curve with enhanced properties.” Can. J. Civ. Eng., 32(5), 913–923.
Wenderlein, W. (1968). “Klothoiden-Kreis-Trassierung und allgemeine mathematische Übergangskurven.” Zeitschrift für Vermessungswesen, 93(4), 139–144 (in German).
Wenderlein, W. (1970). “Anwendung allgemeiner Übergangskurven bei der Trassierung von Verkehrswegen.” Zeitschrift für Vermessungswesen, 95(10), 446–449 (in German).

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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 140Issue 1February 2014
Pages: 12 - 21

History

Received: Aug 2, 2012
Accepted: Apr 8, 2013
Published online: Jan 15, 2014
Published in print: Feb 1, 2014

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Authors

Affiliations

Andrzej Kobryń [email protected]
Associate Professor, Faculty of Civil and Environmental Engineering,Białystok Univ. of Technology, ul.Wiejska 45/E, 15351, Białystok, Poland. E-mail: [email protected]

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