Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shakedown analysis for design of flexible pavements under moving loads
In this paper, a numerical method based on shakedown theory has been developed to calculate shakedown load limits of flexible pavements under moving surface loads. The shakedown results can serve as a design basis for flexible road pavements for the prevention of excessive plastic deformation. This numerical method utilises elastic stress fields obtained from finite element analyses and calculates optimum shakedown multiplier for each pavement layer by means of a self-equilibrated critical residual stress field. Finally, the shakedown load limit of a flexible pavement is found as the minimum shakedown multiplier among all layers. The results of numerical analyses examine the effect of surface frictional coefficient, material properties and layer thicknesses on the shakedown load limits, and meanwhile provide an insight into the differences between two-dimensional and three-dimensional pavement models. A simple design procedure using the shakedown method is also developed for layered, flexible road pavements.
Shakedown analysis for design of flexible pavements under moving loads
In this paper, a numerical method based on shakedown theory has been developed to calculate shakedown load limits of flexible pavements under moving surface loads. The shakedown results can serve as a design basis for flexible road pavements for the prevention of excessive plastic deformation. This numerical method utilises elastic stress fields obtained from finite element analyses and calculates optimum shakedown multiplier for each pavement layer by means of a self-equilibrated critical residual stress field. Finally, the shakedown load limit of a flexible pavement is found as the minimum shakedown multiplier among all layers. The results of numerical analyses examine the effect of surface frictional coefficient, material properties and layer thicknesses on the shakedown load limits, and meanwhile provide an insight into the differences between two-dimensional and three-dimensional pavement models. A simple design procedure using the shakedown method is also developed for layered, flexible road pavements.
Shakedown analysis for design of flexible pavements under moving loads
Wang, Juan (Autor:in) / Yu, Hai-Sui (Autor:in)
Road Materials and Pavement Design ; 14 ; 703-722
01.09.2013
20 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Shakedown analysis for design of flexible pavements under moving loads
| British Library Online Contents | 2013
Shakedown of pavements under moving surface loads
| TIBKAT | 1983
Shakedown of Pavements Under Moving Surface Loads
| NTIS | 1983
Shakedown in Layered Pavements Under Moving Surface Loads
| British Library Online Contents | 1993