Probability distribution of random variables of impact coefficient in numerical simulating the vehicle-bridge coupled vibration

SHEN Ruili1,GUAN Kuai1,FANG Kai1

Journal of Vibration and Shock ›› 2015, Vol. 34 ›› Issue (18) : 123-128.

PDF(1241 KB)
PDF(1241 KB)
Journal of Vibration and Shock ›› 2015, Vol. 34 ›› Issue (18) : 123-128.

Probability distribution of random variables of impact coefficient in numerical simulating the vehicle-bridge coupled vibration

  • SHEN Ruili1,GUAN Kuai1,FANG Kai1
Author information +
History +

Abstract

The bridge and vehicle were treated as two separated sub-systems, the FEM model of vehicle-bridge vibrations were established based on ANSYS software. Trigonometric series iteration and inverse discrete Fourier transform were used to simulate the deck roughness. The dynamic response of vehicle-bridge coupled vibration system was solved by using separated iterative algorithm. A new method was introduced to calculate impact coefficient by numerical simulating the vehicle-bridge coupled vibration of a simple supported beam bridge. Mathematical statistics method was used to get the probability distribution function of impact coefficient and the impact coefficient whose confidence coefficient is 0.05. The result indicates that (1) the deck roughness had a significant influence on impact effect of bridge; (2) Sample of impact coefficient obtained by using trigonometric series iteration are normally distributed and the other obtained by using inverse discrete Fourier transform obey extreme-I probability distribution; (3) Impact coefficient got by using inverse discrete Fourier transform were larger than that of trigonometric series iteration, both of them were larger than that of methods on the Specification.
 

Key words

highway bridge / separated iterative algorithm / deck roughness / vehicle model / impact coefficient / probability distribution

Cite this article

Download Citations
SHEN Ruili1,GUAN Kuai1,FANG Kai1. Probability distribution of random variables of impact coefficient in numerical simulating the vehicle-bridge coupled vibration[J]. Journal of Vibration and Shock, 2015, 34(18): 123-128

References

[1]. Kim C W, Kawatani M, Kim K B. Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness[J]. Computers & structures, 2005, 83(19): 1627-1645.
[2]. 王解军, 张伟. 汽车荷载作用下梁桥的动力冲击效应研究[J]. 振动与冲击, 2007, 26(6): 125-128.
WANG Jiejun, ZHANG Wei. Study of Dynamic Impact Effects of Moving Vehicle Loading on Beam Bridge [J].Journal of Vibration and Shock, 2007, 26(6):125-130.
[3]. 毛清华, 项海帆. 公路桥梁车辆振动的理论和试验研究[J]. 土木工程学报, 1990, 23(2): 61-68.
MAO Qinghua, XIANG Haifan.Theoretical and Experimental Study On Highway Bridge Vibration due to Vehicle loads [J]. Journal of Civil Engineering, 1990, 23(2):61—68.
[4]. 黄新艺, 卓卫东, 盛洪飞, 李立云. 车桥耦合振动系统模型下桥梁冲击效应研究[J]. 公路交通科技, 2010, 27(3): 59-68.
HUANG Xinyi, ZHUO Weidong, SHENG Hongfei, LI Liyun. Investigation of Impact Effect on Bridge in Model of Vehicle-bridge Coupled Vibration System [J]. Journal of highway and transportation research and development, 2010, 27(3): 59-68.
[5]. 李玉良, 孙福申, 李晓红. 公路桥梁冲击系数随机变量的概率分布及冲击系数谱[J]. 公路, 1996, 9: 000.
LI Yuling, SUN Fushen, LI Xiaohong, Probability distribution of random variables of impact coefficient in highway bridge and spectrum of impact coefficient [J]. Highway, 1996, 9: 000.
[6]. 黄新艺. 混凝土连续曲线梁桥在车辆荷载作用下的动力响应研究[D]. 哈尔滨工业大学, 2008.
HUANG Xinyi. Dynamic Response Research of Continuous Curved Concrete Bridges under Moving Vehicles [D]. Harbin: Harbin Institute of Technology, 2009.
[7]. 段虎明, 石峰, 谢飞, 等. 路面不平度研究综述[J]. 振动与冲击, 2009, 28(9): 95-101.
DUAN Huming, SHI Feng, XIE Fei, et al. A Survey of Road Roughness Study [J]. Journal of Vibration and Shock, 2009, 28(9): 95-101.
[8]. Haas R, Hudson W R, Zaniewski J P. Modern pavement management [M]. 1994.
[9]. 周晓青, 孙立军, 颜利. 路面平整度评价发展及趋势[J]. 公路交通科技, 2005, 22(10): 18-22.
ZHOU Xiaoqing, SUN Lijun, YAN Li. Research Progress and Trend of Pavement Roughness Inidces [J]. Journal of highway and transportation research and development, 2005, 22(10): 18-22.
[10]. 常志权, 罗虹, 褚志刚, 等. 谐波叠加路面输入模型的建立及数字模拟[J]. 重庆大学学报: 自然科学版, 2005, 27(12): 5-8.
CHANG Zhiquan, LUO Hong, CHU Zhigang, et al, Building Model of Road Roughness [J]. Journal of Chongqing University (Natural Science Edition). 2005, 27(12): 5-8.
[11]. 刘献栋, 邓志党, 高峰. 公路路面不平度的数值模拟方法研究[J]. 北京航空航天大学学报, 2004, 29(9): 843-846.
LIU Xiandong, Deng Zhidang, Gao Feng, Research on The Method of Simulating Road Roughness Numerically [J]. Journal of Beijing University of Aeronautics and Astronautics, 2004, 29(9): 843-846.
[12]. 张利宁. 统计方法分析桥梁冲击系数的研究[J]. 公路交通科技, 2004, 21(5): 67-69.
ZHANG Lining, Research of Bridge Impact Coefficient with Statistics Method [J]. Journal of highway and transportation research and development, 2004, 21(5): 67-69.
PDF(1241 KB)

Accesses

Citation

Detail

Sections
Recommended

/