scholarly journals The Severity DB Construction for Unpaved Road Through Measuring 3D Road Profile

Author(s):  
Jeonghwan Lee ◽  
Sangho Lee ◽  
Jinwoo Cho ◽  
Esok Kang
Keyword(s):  
Author(s):  
Jeong-Hwan Lee ◽  
Sang-Ho Lee ◽  
Do-Kyung Kang ◽  
Sang-Do Na ◽  
Wan-Suk Yoo

2021 ◽  
pp. 1-21
Author(s):  
Ruochen Wang ◽  
Wei Liu ◽  
Renkai Ding ◽  
Xiangpeng Meng ◽  
Zeyu Sun ◽  
...  

2010 ◽  
Vol 17 (4) ◽  
pp. 220-227 ◽  
Author(s):  
P. Vinod ◽  
M. Minu

2017 ◽  
Vol 189 ◽  
pp. 99-104 ◽  
Author(s):  
Lidia Sarah Calvarano ◽  
Giovanni Leonardi ◽  
Rocco Palamara

2021 ◽  
Author(s):  
Angelo Domenico Vella ◽  
Antonio Tota ◽  
Alessandro Vigliani

Author(s):  
G. Yakubu ◽  
G. Sani ◽  
S. B. Abdulkadir ◽  
A. A.Jimoh ◽  
M. Francis

Full car passive and active damping system mathematical model was developed. Computer simulation using MATLAB was performed and analyzed. Two different road profile were used to check the performance of the passive and active damping using Linear Quadratic Regulator controller (LQR)Road profile 1 has three bumps with amplitude of 0.05m, 0.025 m and 0.05 m. Road profile 2 has a bump with amplitude of 0.05 m and a hole of -0.025 m. For all the road profiles, there were 100% amplitude reduction in Wheel displacement, Wheel deflection, Suspension travel and body displacement, and 97.5% amplitude reduction in body acceleration for active damping with LQR controller as compared to the road profile and 54.0% amplitude reduction in body acceleration as compared to the passive damping system. For the two road profiles, the settling time for all the observed parameters was less than two (2) seconds. The present work gave faster settling time for mass displacement, body acceleration and wheel displacement.


Sign in / Sign up

Export Citation Format

Share Document