 Track transition curve

A track transition curve, or spiral easement, is a mathematically calculated curve on a section of highway, or railroad track, where a straight section changes into a curve. It is designed to prevent sudden changes in centripetal force. In plan (i.e., the horizontal curve) the start of the transition is at infinite radius and at the end of the transition it has the same radius as the curve itself, thus forming a very broad spiral. At the same time, in the vertical plane, the outside of the curve is gradually raised until the correct degree of bank is reached.
If such easement were not applied, the lateral acceleration of a rail vehicle would change abruptly at one point – the tangent point where the straight track meets the curve – with undesirable results. With a road vehicle the driver naturally applies the steering alteration in a gradual manner and the curve is designed to permit this, using the same principle.
Contents
History
On early railroads, because of the low speeds and wideradius curves employed, the surveyors were able to ignore any form of easement, but during the 19th century, as speeds increased, the need for a track curve with gradually increasing curvature became apparent. Rankine's 1862 "Civil Engineering"^{[1]} cites several such curves, including an 1828 or 1829 proposal based on the "curve of sines" by William Gravatt, and the curve of adjustment by William Froude around 1842 approximating the elastic curve. The actual equation given in Rankine is that of a cubic curve, which is a polynomial curve of degree 3. This was also known as cubic parabola at that time.
In the UK, only from 1845 when legislation and land costs began to constrain the laying out of rail routes and tighter curves were necessary, did the principles start to be applied in practice.
The "true spiral", where the curvature is exactly linear in arclength, requires more sophisticated mathematics (in particular, the ability to integrate its intrinsic equation) to compute than the proposals cited by Rankine. Several late19th century civil engineers seem to have derived the equation for this curve independently (all unaware of the original characterization of this curve by Leonhard Euler in 1744). Charles Crandall^{[2]} gives credit to one Ellis Holbrook, in the Railroad Gazette, Dec. 3, 1880, for the first accurate description of the curve. Another early publication was The Railway Transition Spiral by Arthur N. Talbot,^{[3]} originally published in 1890. Some early 20th century authors^{[4]} call the curve "Glover's spiral", attributing it to James Glover's 1900 publication.^{[5]}
The equivalence of the railroad transition spiral and the clothoid seems to have been first published in 1922 by Arthur Lovat Higgins.^{[4]} Since then, "clothoid" is the most common name given the curve, even though the correct name (following standards of academic attribution) is "the Euler spiral".^{[6]}
Geometry
While railroad track geometry is intrinsically threedimensional, for practical purposes the vertical and horizontal components of track geometry are usually treated separately.
The overall design pattern for the vertical geometry is typically a sequence of constant grade segments connected by vertical transition curves in which the local grade varies linearly with distance and in which the elevation therefore varies quadratically with distance. Here grade refers to the tangent of the angle of rise of the track. The design pattern for horizontal geometry is typically a sequence of straight line (i.e., a tangent) and curve (i.e. a circular arc) segments connected by transition curves.
In a tangent segment the track bed roll angle is typically zero. In the case of railroad track the track roll angle (cant or camber) is typically expressed as the difference in elevation of the two rails, a quantity referred to as the superelevation. A track segment with constant nonzero curvature will typically be superelevated in order to have the component of gravity in the plane of the track provide a majority of the centripetal acceleration inherent in the motion of a vehicle along the curved path so that only a small part of that acceleration needs to be accomplished by lateral force applied to vehicles and passengers or lading. The change of superelevation from zero in a tangent segment to the value selected for the body of a following curve occurs over the length of a transition curve that connects the tangent and the curve proper. Over the length of the transition the curvature of the track will also vary from zero at the end abutting the tangent segment to the value of curvature of the curve body, which is numerically equal to one over the radius of the curve body.
The simplest and most commonly used form of transition curve is that in which the superelevation and horizontal curvature both vary linearly with distance along the track. Cartesian coordinates of points along this spiral are given by the Fresnel integrals. The resulting shape matches a portion of an Euler spiral, which is also commonly referred to as a clothoid, and sometimes Cornu spiral.
A transition curve can connect a track segment of constant nonzero curvature to another segment with constant curvature that is zero or nonzero of either sign. Successive curves in the same direction are sometimes called progressive curves and successive curves in opposite directions are called reverse curves.
The Euler spiral has two advantages. One is that it is easy for surveyors because the coordinates can be looked up in Fresnel integral tables. The other is that it provides the shortest transition subject to a given limit on the rate of change of the track superelevation (i.e. the twist of the track). However, as has been recognized for a long time, it has undesirable dynamic characteristics due to the large (conceptually infinite) roll acceleration and rate of change of centripetal acceleration at each end. Because of the capabilities of personal computers it is now practical to employ spirals that have dynamics better than those of the Euler spiral.
See also
Notes
 ^ Rankine, William (1883). A Manual of Civil Engineering (17th edition ed.). Charles Griffin. pp. 651–653. http://books.google.com/books?id=VSIJAAAAIAAJ.
 ^ Crandall, Charles (1893). The Transition Curve. Wiley. http://books.google.com/books?id=DnA5AAAAMAAJ&pg=PA.
 ^ Talbot, Arthur (1901). The Railway Transition Spiral. Engineering News Publishing. http://books.google.com/books?id=k4WCNKMdOZ0C&pg=PP7.
 ^ ^{a} ^{b} Higgins, Arthur (1922). The Transition Spiral and Its Introduction to Railway Curves. Van Nostrand.
 ^ Glover, James (1900). "Transition Curves for Railways". Minutes of Proceedings of the Institution of Civil Engineers. pp. 161–179. http://books.google.com/books?id=aQsAAAAAMAAJ&pg=PA161.
 ^ Euler Integrals and Euler's SpiralSometimes called Fresnel Integrals and the Clothoide or Cornu's Spiral. American Mathematical Monthly, Volume 25 (1918), pp. 276  282. Raymond Clare Archibald
References
 Simmons, Jack; and Biddle, Gordon (1997). The Oxford Companion to British Railway History. Oxford University Press. ISBN 0192116975.
 Biddle, Gordon (1990). The Railway Surveyors. Chertsey, UK: Ian Allen. ISBN 0711019541.
 Hickerson, Thomas Felix (1967). Route Location and Design. New York: McGraw Hill. ISBN 0070286809.
 Cole, George M; and Harbin, Andrew L (2006). Surveyor Reference Manual. Belmont, CA: Professional Publications Inc. p. 16. ISBN 1591260442.
 Railway Track Design pdf from The American Railway Engineering and Maintenance of Way Association, accessed 4 December 2006.
 Kellogg, Norman Benjamin (1907). The Transition Curve or Curve of Adjustment (3rd edition ed.). New York: McGraw. http://books.google.com/books?id=ZVZCzW2codgC.
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