Field Testing and Computer Simulation Analysis of Ground Vehicle Dynamic Stability

1990 ◽  
Author(s):  
R. Wade Allen ◽  
Henry T. Szostak ◽  
Theodore J. Rosenthal ◽  
David H. Klyde
1999 ◽  
Author(s):  
R. Wade Allen ◽  
Theodore J. Rosenthal ◽  
David H. Klyde ◽  
Jeffrey R. Hogue

2013 ◽  
Vol 662 ◽  
pp. 604-607
Author(s):  
Wei Lin Tang ◽  
Ning Sun ◽  
Huan Yu Li

In this paper, to research the independent suspension system of three-axle vehicle ride comfort, developed a nine freedom model of vehicle dynamic. Utilized Lagrange method to derive the system vibration equation, absolute value of the center of mass acceleration metrics, computer simulation in time domain of the vehicle ride on D grade road that use the SIMULINK was carried out, analysis verify the correctness of model. To analyze the vehicle ride comfort by changing the distance between the triaxial in model, improve vehicle ride optimize reference.


Author(s):  
Kayla L. Riegner ◽  
Kelly S. Steelman

Degraded visual environments (DVEs) pose significant safety and efficiency problems in military ground vehicle operations. As part of a larger research program, two field tests were conducted to evaluate driving aids while indirect driving in DVEs. The current paper presents the results of one of these field tests, and focuses on the challenges and lessons learned in designing a challenging test course and producing consistent dust clouds for assessing Soldier driving performance and workload in degraded visual environments.


2006 ◽  
Vol 18 (Supplement) ◽  
pp. 123-123
Author(s):  
AOI OZAKI ◽  
KAZUYUKI MITSUI ◽  
SHIN INADA ◽  
NITARO SHIBATA ◽  
MARK R. BOYETT ◽  
...  

2014 ◽  
Vol 988 ◽  
pp. 315-318
Author(s):  
Bo Yan ◽  
Bin Hu ◽  
Ya Yu Huang ◽  
Tao Yong Zhou

Railway ballast dynamic stability operations is an important work in the line maintenance and repair operations, the selection of dynamic parameter is usually dependent on field trials and practical experience, for lack of theoretical basis. This paper creates discrete element analysis model of railway ballast using the discrete element method, the numerical simulations are carried out to study the lateral ballast resistance during dynamic stability process. We focus on the influence of vibration frequency during dynamic stability process; an optimal vibration frequency of the simulation analysis is obtained and compared with the recommended vibration frequency of a product of a China Railway Large Maintenance Machinery Company, it is found that the two vibration frequencies are basically consistent. This result verifies the correct validity of the discrete element analysis model of railway ballast during dynamic stability process.


Author(s):  
Y. Ito ◽  
H. Komizo ◽  
T. Meguro ◽  
Y. Daido ◽  
I. Umebu

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