• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
ZHUANG Yan, WANG Meng, WANG Kang-yu. The study of shakedown analysis for Von-Mises half-space[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 232-235. DOI: 10.11779/CJGE2017S2056
Citation: ZHUANG Yan, WANG Meng, WANG Kang-yu. The study of shakedown analysis for Von-Mises half-space[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 232-235. DOI: 10.11779/CJGE2017S2056

The study of shakedown analysis for Von-Mises half-space

More Information
  • Received Date: October 09, 2017
  • Published Date: December 19, 2017
  • This paper presents shakedown analysis of a half-space obeying Von-Mises criterion under Hertz loads in plane strain model. Based on the static shakedown theorem, a rigorous shakedown solution is established by searching for the best critical residual stress field. This method avoids the operation of mathematical programming in traditional method of shakedown analysis, and therefore obstruction since the large scale mathematical programming is overcome. It shows that both of the shakedown limit and rigorous shakedown limit increase with increasing the yield stress but decrease with the frictional coefficient. The critical residual stress fields all lie between two residual stress limits, which intersect beneath the surface for small value of μ, while tend to converge at the half-space surface when μ = 0.3, indicating that the failure mode of the material changes from subsurface failure to surface failure when increasing the frictional coefficient μ. This study has significance reference in application of shakedown analysis to the design of high-speed railway.
  • [1]
    KRABBENHØFT K, LYAMIN A V, SLOAN S W. Three-dimensional Mohr-Coulomb limit analysis using semidefinite programming[J]. Communications in Numerical Methods in Engineering, 2007, 23(9): 1107-1119.
    [2]
    陈 钢, 杨 璞, 刘应华. 弹塑性结构安定性上限分析的数值方法及应用[J]. 工程力学, 2005, 22(1): 21-27. (CHEN Gang, YANG Pu, LIU Yin-hua. A computational approach to kinematic shakedown analysis of elastic-plastic structures and its applications[J]. Engineering Mechanics, 2005, 22(1): 21-27. (in Chinese))
    [3]
    LU M W, CHEN S Z. Stress function method in shakedown analysis of axisymmetric shell[J]. Acta Mechanica Solida Sinica, 1992, 5(1): 99-110.
    [4]
    COLLINS I F, WANG A P, SAUNDERS L R. Shakedown in layered pavements under moving surface loads[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 1993, 17(3): 165-174.
    [5]
    JOHNSON K L. A shakedown limit in rolling contact[C]// Proceedings of the Fourth US National Congress of Applied Mechanics. New York: American Society of Mechanical Engineers, 1962: 971-975.
    [6]
    SHARP R W, BOOKER J R. Shakedown of pavements under moving surface loads[J]. Journal of Transportation Engineering, ASCE, 1984, 110(1): 1-14.
    [7]
    张明焕, 杨海元. 结构安定分析方法研究[J].应用力学学报, 1994, 11(4): 83-90. (ZHANG M H, YANG H Y. The study of shakedown analysis of structure[J]. Chinese Journal of Applied Mechanics, 1994, 11(4): 83-90. (in Chinese))
    [8]
    ZHAO J D, SLOAN S W, LYAMIN A V, et al. Bounds for shakedown of cohesive-frictional materials under moving surface loads[J]. International Journal of Solids and Structures, 2008, 45: 3290-3331.
    [9]
    NGUYEN A D, HACHEMI A, WEICHERT D. Application of the interior-point method to shakedown analysis of pavements[J]. International Journal for Numerical Methods in Engineering, 2008, 75: 414-439.
    [10]
    MELAN E. Zur plastizitat des raumlichen kontinuum[J]. Archive of Applied Mechanics, 1938, 9(2):116-126.
    [11]
    JOHNSON K L. Contact mechanics[M]. United Kingdom: Cambridge University Press, 1985.
    [12]
    YU H S, WANG J. Three-dimensional shakedown solutions for cohesive-frictional materials under moving surface loads[J]. International Journal of Solids and Structures, 2012, 49(26): 3797-3807.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return