Shapes of Obstacles in the Longitudinal Road Profile
A voluminous set of longitudinal road profiles gathered from the Long Term Pavement Performance (LTPP) program was processed using median filtering to separate individual large obstacles from the basic quasi-homogeneous random road unevenness. The shapes of 16590 obstacles were analysed partitioned...
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Hindawi Limited
2011-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.3233/SAV-2010-0587 |
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doaj-ccb0ff7d6ae745b98fad882ca09abc032020-11-24T20:49:05ZengHindawi LimitedShock and Vibration1070-96221875-92032011-01-0118567168210.3233/SAV-2010-0587Shapes of Obstacles in the Longitudinal Road ProfileOldřich Kropáč0Peter Múčka1Scientific Consultant, Kaňkovského 1241/2, CZ-182 00 Prague 8, Czech RepublicResearch worker, Institute of Materials and Machine Mechanics, Slovak Academy of Sciences, Račianska 75, SK-831 02 Bratislava 3, SlovakiaA voluminous set of longitudinal road profiles gathered from the Long Term Pavement Performance (LTPP) program was processed using median filtering to separate individual large obstacles from the basic quasi-homogeneous random road unevenness. The shapes of 16590 obstacles were analysed partitioned into four sub-groups according to the asphalt-concrete vs. cement-concrete road surfaces, and positive (bumps) vs. negative (potholes) vertical elevations. The empirical obstacle shapes were fitted using seven symmetric and two asymmetric analytical shapes. Based on the root mean square error (RMSE) criterion and accounting for some practical aspects connected with the possible use for the simulation of road profiles with obstacles generalized parabolic shapes (power function) and half-sine shapes seem to be recommendable as adequate approximation functions. Asymmetric obstacle shapes of cosine and parabolic shapes were also briefly discussed and their impact on the vibration transient response of a quarter-car model outlined.http://dx.doi.org/10.3233/SAV-2010-0587 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Oldřich Kropáč Peter Múčka |
spellingShingle |
Oldřich Kropáč Peter Múčka Shapes of Obstacles in the Longitudinal Road Profile Shock and Vibration |
author_facet |
Oldřich Kropáč Peter Múčka |
author_sort |
Oldřich Kropáč |
title |
Shapes of Obstacles in the Longitudinal Road Profile |
title_short |
Shapes of Obstacles in the Longitudinal Road Profile |
title_full |
Shapes of Obstacles in the Longitudinal Road Profile |
title_fullStr |
Shapes of Obstacles in the Longitudinal Road Profile |
title_full_unstemmed |
Shapes of Obstacles in the Longitudinal Road Profile |
title_sort |
shapes of obstacles in the longitudinal road profile |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2011-01-01 |
description |
A voluminous set of longitudinal road profiles gathered from the Long Term Pavement Performance (LTPP) program was processed using median filtering to separate individual large obstacles from the basic quasi-homogeneous random road unevenness. The shapes of 16590 obstacles were analysed partitioned into four sub-groups according to the asphalt-concrete vs. cement-concrete road surfaces, and positive (bumps) vs. negative (potholes) vertical elevations. The empirical obstacle shapes were fitted using seven symmetric and two asymmetric analytical shapes. Based on the root mean square error (RMSE) criterion and accounting for some practical aspects connected with the possible use for the simulation of road profiles with obstacles generalized parabolic shapes (power function) and half-sine shapes seem to be recommendable as adequate approximation functions. Asymmetric obstacle shapes of cosine and parabolic shapes were also briefly discussed and their impact on the vibration transient response of a quarter-car model outlined. |
url |
http://dx.doi.org/10.3233/SAV-2010-0587 |
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