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The Study of Geometry of the Selected Transition Curves in the Design of Circular Roads

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EN
Abstrakty
EN
Transition curves connecting straight sections with circular curves and vice versa are present on all types of roads. They are designed to smooth the transition from rectilinear to circular motion. In numerous instances, they are hardly noticeable by road use. Although adequately selected, they increase the safety and comfort of driving. The research aimed to investigate the effectiveness of three most popular curves, in the design of road routes: clothoid, a parabola of the 3rd-degree and Bernoulli lemniscate. Starting from the permissible values of the increment of centripetal acceleration on the transition curves, the minimum lengths of the transition curves for the assumed speeds of the wheeled vehicle were determined. Then, based on the formulas of individual curves, their lengths were calculated, depending on the design speed and the radius of the circular arc. As a result of the research, the differences between the individual curves were obtained. Finally, it was found that due to the unconstrained movement of the vehicle on the road, all curves could be used as transition curves. By slightly adjusting their lengths, we can achieve the appropriate value of the increment of centripetal acceleration. The legitimacy of using different curves as transition curves lies primarily in their different geometric appearance. The choice of the curve to be used is based primarily on the terrain conditions and the type of the planned section of the route (serpentines, turnouts, etc.).
Twórcy
autor
  • Faculty of Production Engineering, University of Life Sciences in Lublin, 13 Akademicka Str., 20-950 Lublin, Poland
Bibliografia
  • 1. Announcement of the Marshal of the Sejm of the Republic of Poland of June 25, 2021 on the publication of the uniform text of the Act on public roads, [after:] https://isap.sejm.gov.pl/isap.nsf/DocDetails.xsp?id=WDU20210001376 [access:January 18, 2022].
  • 2. Announcement of the Marshal of the Sejm of the Republic of Poland of December 2, 2021 on the publication of the consolidated text of the Act –Construction Law [after:] https://isap.sejm.gov.pl/isap.nsf/DocDetails.xsp?id=WDU20210002351 [access: January 18, 2022].
  • 3. Announcement of the Minister of Infrastructure and Construction of December 23, 2015 on the publication of the uniform text of the Regulation of the Minister of Transport and Maritime Economy on technical conditions to be met by public roads and their location, [after:] https://isap.sejm.gov.pl/isap.nsf/DocDetails.xsp?id=wdu20160000124[access: January 20, 2022].
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  • 13. Krupiński W. Testing the suitability of certain planar curves for tracing purposes. Zeszyty Naukowe Akademii Rolniczej w Krakowie. Seria Geodezja 15. Publishing house of the University of Agriculture in Cracow; 1996. (in Polish).
  • 14. Grabowski R.J. Geometric shaping of transition curves in roads, railways, and waterways. Publisher of Bialystok University of Technology; 1996. (in Polish).
  • 15. Żakowska L. Analysis of the influence of transition curves on road speed and safety based on studies in a driving simulator. In: Proceedings of the National Technical Conference “Road design and management – principles, good practices, efficiency”, Zakopane 2009, 261–281. (in Polish).
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  • 18. Lewandowski C., Trylski Z. Design of transition curves in road construction. PWN; 1984. (in Polish)
  • 19. Piasek Z. Geodesy for environmental engineering, Theories – algorithms – examples. DWN; 2000. (in Polish).
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f54f0219-446c-4b1b-825e-b9a362a3f132
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