TECHNICAL PAPERS
Nov 1, 1998

New Form of Road/Railway Transition Curve

Publication: Journal of Transportation Engineering
Volume 124, Issue 6

Abstract

Road and railway transition curves have again become the subject of important scientific research and serious traffic engineering analyses because of high driving speeds and demands for automatic drive (i.e., car pilots). This article shows, in an original way, how to define or reconstruct the track of a vehicle when passing the elements of a continuous curve (straight lines, circles) so the track (curve) suits all requirements to which transition curves must be adapted. The praxis whereby a known mathematical curve (e.g., a cubic parabola, lemniscate, or chlotoid) was assumed as a transition curve and its suitability was analyzed has been passed over. On the basis of assumed kinematics models of the motion of a vehicle along joint alignment elements with a changing radius of curvature, the writers have analyzed different transition curves resulting in safe, comfortable, and economic driving. The curve resulting from a parabolic velocity chart of front wheel rotation during such movement which found the most suitable has been named POLUŠA; a geometrical analysis of POLUŠA has been performed and a manual for practical use completed.

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References

1.
Ivanov, V. V. (1977). Osnove teorije avtomobila i traktora. Vyss˘aja s˘kola, Moscow, Russia (in Russian).
2.
Lipičnik, M. (1984). “Transition curves with nonlinear curvature,” PhD dissertation, Fac. of Arch., Civ. Engrg. and Goedesy, University of Ljubljana, Ljubljana, Slovenia.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 124Issue 6November 1998
Pages: 546 - 556

History

Published online: Nov 1, 1998
Published in print: Nov 1998

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Authors

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Martin Lipičnik
Assoc. Prof., Inst. for Traffic Sci., Fac. of Civ. Engrg., Univ. of Maribor, Smetanova 17, 2000 Maribor, Slovenia.

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