Abstract

In this work, using a quarter-car model was adopted, the equations of motion were derived for a passive and then the sky-hook semi-active suspension systems. The derived differential equations, solved using the Dormand-Prince pair numerical formula, was then used to simulate values of displacements as affected by damping coefficients and the sky-hook constant. The simulated results showed that the maximum amplitude of the sprung mass, which is linked to ride discomfort, increases while those of unsprung masses, which affects the road holding ability, decreases with increasing depth of pothole. Furthermore, displacements for both sprung and unsprung masses varied directly with damping coefficient. Finally, as the sky-hook constant of the semi active system model increases, values of amplitudes of unsprung masses decreases while those of sprung masses increases. It was, thus, shown that the vertical displacements of vehicle bodies and wheels are dependent on the depth of potholes, damping coefficient and sky-hook constant, and that the sky-hook semi-active suspension system model gave a better result compared to the passive suspension system. Therefore, by applying the sky-hook control principle, the desired road comfort of passengers can be achieved as well as reduced rate of car damage and cost of maintenance.

Highlights

  • Eng. 1107 012092 View the article online for updates and enhancements. This content was downloaded from IP address 165.73.223.226 on 03/08/2021 at 11:57

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Summary

Modelling and simulation of motor vehicle suspension system

To cite this article: Eyere Emagbetere et al 2021 IOP Conf. Ser.: Mater. 1107 012092 View the article online for updates and enhancements. Eng. 1107 012092 View the article online for updates and enhancements This content was downloaded from IP address 165.73.223.226 on 03/08/2021 at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