Abstract
A new transition curve-3 (NTC-3), joining two straight lines by providing second-degree contact related to the prope ies of vehicle-road system without the necessity of a circular arc, is presented. The NTC-3 is offered by curvature and superelevation functions and is compared with the new generation transition curves-1 and -2 (NTC-1, NTC-2) and spiral curves. The properties of vehicle-road system, represented by function of lateral change of acceleration (LCA), are examined for these curves. Three criteria are taken into account to compare the curves. The NTC-3 and NTC-1 are compared in five-different motion models: model with constant velocity, model with positive acceleration, model with negative acceleration, model with negative acceleration - positive acceleration, and model with positive acceleration - negative acceleration. Examination of three criteria shows that NTC-3 is superior to the other curves on the basis of vehicle-road system.
Original language | English |
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Pages (from-to) | 913-923 |
Number of pages | 11 |
Journal | Canadian Journal of Civil Engineering |
Volume | 32 |
Issue number | 5 |
DOIs | |
Publication status | Published - Oct 2005 |
Keywords
- Curvature
- Lateral change of acceleration
- Motion model
- Route design
- Superelevation
- Transition curve
- Vehicle-road system