The Analysis on the Vehicle Ride Comfort Based on  Vehicle-bridge Coupled Vibration

WANG Gui-chun 1,LI Wu-sheng2

Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (8) : 224-230.

PDF(1984 KB)
PDF(1984 KB)
Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (8) : 224-230.

The Analysis on the Vehicle Ride Comfort Based on  Vehicle-bridge Coupled Vibration

  • WANG Gui-chun 1,LI Wu-sheng2
Author information +
History +

Abstract

It is of significance to study the problem of vehicle comfort due to vehicle-bridge coupled vibration for reasonably designing the bridge structure, and then decreasing the response of vehicle-bridge coupled vibration and improving the ride quality of driver and conductors. A 3 dimensional model of highway cable-stayed bridge with long span and a vehicle spatial model with 9 degrees of freedom are respectively established according to finite element method and D’Alembert theory. The two subsystems of vehicle and bridge are coupled by compatible conditions of displacement and force to solve the vibration differential equations of vehicle-bridge coupled system. The iterative calculation command stream to solve coupled vibration differential equations of vehicle-bridge system is compiled by APDL language in computer software ANSYS. The method to evaluate the vehicle ride comfort is established according to the criteria in ISO2631-1―1997. The vehicle dynamic responses and ride comfort are analyzed considering different vehicle speed and vehicle gravity when multiple vehicles pass the Fujian Changmen cable-stayed bridge with main span of 500m. The results calculated indicate that the dynamic responses of vehicles increase with the increment of vehicle speed, resulting in the vehicle ride comfort to be worse; the dynamic responses of vehicles decrease with the increment of vehicle gravity, bring about the vehicle ride comfort to be better.  
 
 

Key words

automobile engineering / ride comfort / vehicle / cable-stayed bridge / finite element method / vehicle-bridge coupled vibration。

Cite this article

Download Citations
WANG Gui-chun 1,LI Wu-sheng2. The Analysis on the Vehicle Ride Comfort Based on  Vehicle-bridge Coupled Vibration[J]. Journal of Vibration and Shock, 2016, 35(8): 224-230

References

[1]  Oliva J, Goicolea J M, Antolin P. “Relavance of a complete road surface description in vehicle-bridge interaction dynamics[J]. Engineering structure, 2013,vol.56: 466-476.
[2]  Fryba L,Yau J D. Suspended bridges subjected to moving loads and support motions due to earthquake[J]. Journal Of Sound and Vibration, 2009, 319(1-2): 218-227.
[3]  C.S. Cai, Shi X M,Araujo M et al. Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges[J]. Engineering Structures, 2007, 29(12):3210-3226.
[4]  Wu S Q,Law S S.Dynamic analysis of bridge-vehicle system with uncertainties based on the finite element model[J].Probabilistic Engineering Mechanics,2010,25( 4): 425-432.
[5]  Kim C W, Kawatani M, Kim K B. Three dimensional dynamic analysis for bridge-vehicle interaction with road roughness[J]. Computers & Structures, 2005, 83(19-20):1627-1645.
[6]  Moghin H, Ronagh H R. Development of a numerical model for bridge-vehicle interaction and human response to traffic-induced vibration [J].  Engineering Structures, 2008,30(12): 3808-3819.
[7]  胡振东,王华林. 高速车辆过桥时的舒适性分析[J]. 振动与冲击,2002,21(4):104-105,103.
HU Zhen-dong, WANG Hua-lin. Analysis of Comfort properties for high-speed vehicle moving over bridge[J]. Journal of Vibration and Shock, 2002,21(4):104-105,103.
[8]  Y. L. Xu, W. H. Guo. Effects of bridge motion and crosswind on ride comfort of road vehicles[J]. Journal of Wind Engineering and Industrial Aerodynamics[J]. 2004, 92(7-8): 641-662.
[9]  韩万水,陈艾荣.风环境下大跨度斜拉桥上的车辆驾驶舒适性评价[J].中国公路学报,2008,21(2):54~60.
HAN Wan-shui, Chen Ai-rong. Ride comfort assessment of vehicles running on long-span bridge under crosswind[J]. China Journal of Highway and Transport, 2008, 21(2): 54-60.    
 [10] 韩万水,陈艾荣. 侧风与桥梁振动对车辆行驶舒适性影响的研究[J]. 土木工程学报,2008,41(4):55-60.
HAN Wan-shui, Chen Ai-rong. Effects of crosswind and bridge motion on ride comfort of road vehicles[J]. China Civil Engineering Journal, 2008, 41(4): 55-60.
[11]  Zhang Y W, Zhao Y, Zhang Y H et al. Comfort optimization of railway trains based on pseudo-excitation method and symplectic method[J]. Journal Of Sound and Vibration, 2013, 332(21): 5255-5270.
[12]  胡昌斌,孙增华.路面板固化翘曲对车辆动荷载和行驶舒适性的影响[J].振动与冲击,2014,33(23):1-8.
HU Chang-bin, SUN Zeng-hua. Effects of a slab’s built-in curling on dynamic load and riding comfort of vehicles[J]. Journal of Vibration and Shock, 2014, 33(23): 1-8.  
[13]  李武生. 大跨度公路斜拉桥车桥耦合振动系统安全性与车辆舒适性分析[D].郑州:郑州大学,2013.
LI Wu-sheng. The Analysis on the Security and        Vehicle Comfortableness of Vehicle-bridge Coupling Vibration System of Highway Cable-stayed Bridge with Long-span [D]. Zhengzhou: Zhengzhou University.
 [14] ISO2631-1,Mechanical vibration and shock-Evaluation of human exposure to whole-body vibration-Part 1:General requirements, 1997.
PDF(1984 KB)

Accesses

Citation

Detail

Sections
Recommended

/