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Development of Nonlinear Fatigue Model Based on Particle Filter Method

파티클 필터기법을 통한 비선형 피로모델 개발 연구

  • Mun, Sungho (The Road Pavement Research Division, Seoul National University of Science and Technology)
  • 문성호 (서울과학기술대학교 건설공학부)
  • Received : 2016.07.06
  • Accepted : 2016.07.22
  • Published : 2016.08.16

Abstract

PURPOSES : The nonlinear model of fatigue cracking is typically used for determining the maintenance period. However, this requires that the model parameters be known. In this study, the particle filter (PF) method was used to determine various statistical parameters such as the mean and standard deviation values for the nonlinear model of fatigue cracking. METHODS : The PF method was used to determine various statistical parameters for the nonlinear model of fatigue cracking, such as the mean and standard deviation. RESULTS : On comparing the values obtained using the PF method and the least square (LS) method, it was found that PF method was suitable for determining the statistical parameters to be used in the nonlinear model of fatigue cracking. CONCLUSIONS : The values obtained using the PF method were as accurate as those obtained using the LS method. Furthermore, reliability design can be applied because the statistical parameters of mean and standard deviation can be obtained through the PF method.

Keywords

References

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  3. Mun, S. (2016) "Pavement performance model development using Bayesian algorithm". International Journal of Highway Engineering, Vol. 18, No. 1, pp. 91-97. https://doi.org/10.7855/IJHE.2016.18.1.091