[1] Niu Kaijian, Li Chang,. Simulation of pavement roughness based on time domain model [J]. Journal of Southeast University (English Edition), 2010, 26 (3): 475-479. [doi:10.3969/j.issn.1003-7985.2010.03.021]
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Simulation of pavement roughness based on time domain model(
)
基于时域模型的路面平整度模拟
)Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]
- Volumn:
- 26
- Issue:
- 2010 3
- Page:
- 475-479
- Research Field:
- Traffic and Transportation Engineering
- Publishing date:
- 2010-09-30
Info
- Title:
- Simulation of pavement roughness based on time domain model
- 基于时域模型的路面平整度模拟
- Author(s):
- Niu Kaijian, Li Chang
- School of Transportation, Southeast University, Nanjing 210096, China
- Keywords:
- pavement roughness; stochastic sinusoidal wave; stochastic process; power spectral density(PSD)coefficient; time domain; nominal roughness index(NRI)
- PACS:
- U416.2
- DOI:
- 10.3969/j.issn.1003-7985.2010.03.021
- Abstract:
- In order to describe pavement roughness more intuitively and effectively, a method of pavement roughness simulation, i.e., the stochastic sinusoidal wave, is introduced. The method is based on the primary idea that pavement roughness is denoted as the sum of numerous sines or cosines with stochastic phases, and uses the discrete spectrum to approach the target stochastic process. It is a discrete numerical method used to simulate pavement roughness. According to a given pavement power spectral density(PSD)coefficient, under the condition that the character of displacement frequency based on the time domain model is in accordance with the given pavement surface spectrum, the pavement roughness is optimized to stochastic equivalent vibrations by computer simulation, and the curves that describe pavement roughness under each grade are obtained. The results show that the stochastic sinusoidal wave is suitable for simulation of measured pavement surface spectra based on the time domain model. The method of the stochastic sinusoidal wave is important to the research on vehicle ride comfort due to its rigorous mathematical derivation, extensive application range and intuitive simulation curve. Finally, a roughness index defined as the nominal roughness index(NRI)is introduced, and it has correlation with the PSD coefficient.
- 为了更加直观有效地描述路面平整度, 提出了一种路面平整度的模拟方法, 即随机正弦波法.该方法将路面平整度表示成大量具有随机相位的正弦或余弦之和, 采用离散谱逼近目标随机过程, 是一种离散化数值模拟路面平整度的方法.根据给定的路面功率谱系数, 在时域路面随机位移输入的频率特征与给定的路面谱相一致的情况下, 通过计算机模拟将路面平整度优化成为随机振动的等效信号, 得到各等级下路面的平整度曲线.结果表明:随机正弦波法适用于实测道路谱的时域模拟, 由于该方法数学推导严密, 使用范围广泛, 且模拟曲线直观, 对于汽车平顺性研究具有十分重要的意义.最后, 提出一个与路面功率谱系数相关的平整度指标——名义平整度指数.
References:
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Memo
- Memo:
-
Biographies: Niu Kaijian(1985—), male, graduate; Li Chang(corresponding author), male, doctor, associate professor, lichang-seu@163.com.
Citation: Niu Kaijian, Li Chang.Simulation of pavement roughness based on time domain model[J].Journal of Southeast University(English Edition), 2010, 26(3):475-479.