Shakedown of a cohesive-frictional half-space subjected to rolling and sliding contact

International Journal of Solids and Structures

Volumn 44, Issue 11-12, 2007, Pages 3998-4008

  Krabbenhoft K ^a   Lyamin, A V ^a   Sloan, S W ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Hertz contact; Pavement design; Rolling; Shakedown

Indexed keywords

COMPUTATIONAL METHODS; NUMERICAL METHODS; PARAMETER ESTIMATION; ROLLING;

HERTZ CONTACT; MATERIAL PARAMETERS; PAVEMENT DESIGN; SHAKEDOWN;

FRICTION MATERIALS;

EID: 33947609225     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2006.11.001     Document Type: Article

References (21)

1. Boulbibane M., Collins I.F., Ponter A.R.S., and Weichert D. Shakedown of unbound pavements. International Journal of Road Materials and Pavement Design 6 (2005) 81-96
2. Boulbibane M., and Ponter A.R.S. Extension of the linear matching method to geotechnical problems. Computer Methods in Applied Mechanics and Engineering 194 (2005) 45-47
3. Collins I.F., and Boulbibane M. Geomechanical analysis of unbound pavements based on shakedown analysis. Journal of Geotechnical and Geoenvironmental Engineering 126 (2000) 50-59
4. Collins I.F., Wang A.P., and Saunders I.R. Shakedown in layered pavements under moving surface loads. International Journal for Numerical and Analytical Methods in Geomechanics 17 (1993) 165-174
5. Collins I.F., and Cliffe P.F. Shakedown in frictional materials under moving surface loads. International Journal for Numerical and Analytical Methods in Geomechanics 11 (1987) 409-420
6. Garcia-Rojo R., Alonso-Marroquin A., and Herrmann H.J. Characterization of the material response in granular ratcheting. Phyiscal Review E. 72 (2005) 041302/1-12
7. Garcia-Rojo R., and Herrmann H.J. Shakedown of unbound granular material. Granular Matter 7 (2005) 109-118
8. Johnson K.L. Contact Mechanics (1987), Cambridge University Press, New York
9. Krabbenhoft, K., Lyamin, A.V., Sloan, S.W., 2006. Bounds to shakedown loads for a class of deviatoric plasticity models. Computational Mechanics. Available online. DOI: doi:10.1007/s00466-006-0076-3.
10. Li, H.X., Yu, H.S., 2006. A nonlinear programming approach to kinematic shakedown analysis of frictional materials. International Journal of Solids and Structures. Available online. DOI: doi:10.1016/j.ijsolstr.2006.01.009.
11. Polizzotto C. On the condition to prevent plastic shakedown of structures: part II-the plastic shakedown limit load. Journal of Applied Mechanics 60 (1993) 20-25
12. Raad L., Weichert D., and Haidar A. Analysis of full-depth asphalt concrete pavements using shakedown theory. Transportation Research Record 1227 (1989) 53-65
13. Raad L., Weichert D., and Haidar A. The influence of granular base characteristics on upper bound shakedown of pavement structures. Road Materials and Pavement Design 6 (2005) 53-79
14. Raad L., Weichert D., and Najm W. Stability of multilayer systems under repeated loads. Transportation Research Record 1207 (1988) 181-186
15. Radovsky B.S., and Murashina N.V. Shakedown of subgrade soil under repeated loading. Transport Research Record 1547 (1996) 82-88
16. Sharp R.W., and Booker J.R. Shakedown of pavements under moving surface loads. Journal of Transportation Engineering 110 (1984) 1-14
17. Shiau, S.H., 2001. Numerical Methods for Shakedown Analysis of Pavements Under Moving Surface Loads. PhD thesis, University of Newcastle, NSW, Australia.
18. Yu H.S. Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads. Proceedings of the Royal Society A 461 (2005) 1951-1964
19. Yu H.S., and Hossain M.Z. Lower bound shakedown analysis of layered pavements using discontinuous stress fields. International Journal of Numerical Methods in Engineering 167 (1998) 209-222
20. Zouain N., and Silveira J.L. Extremum principles for bounds to shakedown loads. European Journal of Mechanics A/Solids 18 (1999) 879-901
21. Zouain N., and Silveira J.L. Bounds to shakedown loads. International Journal of Solids and Structures 38 (2001) 2249-2266