Journal of Shandong University(Engineering Science) ›› 2021, Vol. 51 ›› Issue (5): 1-7.doi: 10.6040/j.issn.1672-3961.0.2021.153

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Optimal calculation method of pavement shakedown limit based on genetic algorithm

Xiuguang SONG1(),Yingchao ZHANG1,Peizhi ZHUANG1,*(),He YANG1,Haifeng ZHANG1,2,Juan WANG3   

  1. 1. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China
    2. Lunan High-Speed Railway Co., Ltd., Jinan 250102, Shandong, China
    3. The University of Nottingham Ningbo, Ningbo 315100, Zhejiang, China
  • Received:2021-04-06 Online:2021-10-20 Published:2021-09-29
  • Contact: Peizhi ZHUANG E-mail:songxiuguang@sdu.edu.cn;zhuangpeizhi@sdu.edu.cn

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Abstract:

To solve the problem that road structures are prone to elasto-plastic deformation under the action of long-term reciprocating vehicle loads, based on the static shakedown theorem, the shakedown behavior of the semi-infinite space Mohr-Coulomb structure under the Hertz load was studied, and the genetic algorithm was introduced to construct an efficient calculation method for the lower limit of the shakedown limit of the road structure under the reciprocating vehicle load. The accuracy and efficiency of the new method was verified by comparison with the existing solution method and parameter analysis.

Key words: pavement structure, genetic algorithm, shakedown limit, elastic-plastic analysis, Shakedown theory

CLC Number: 

  • U416

Fig.1

Distribution and definition of three-dimensional Hertz load"

Fig.2

The computing area inside the space"

Fig.3

The flow chart of shakedown limit genetic algorithm"

Fig.4

Comparison between this study and Wang[22]"

Fig.5

The relationship between the calculation results and iterations times"

Fig.6

The relationship between the number of iterations and computing time"

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