A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Application of the Kinematic Shakedown Theorem to Pavements Design
Abstract The concepts and methods of shakedown theory, which describes the ultimate response of an elastic/plastic structure to cyclic loads, are used to analyse the response of unbound pavements. The pavements are modelled as multilayered structures of Mohr-Coulomb material, characterised by their elastic moduli, cohesion and friction angle. The upper bound theorem of classical shakedown theory is used to estimate the critical shakedown load, and employed to predict the relative importance of various failure mechanisms such as subsurface slip and rut formation.
Application of the Kinematic Shakedown Theorem to Pavements Design
Abstract The concepts and methods of shakedown theory, which describes the ultimate response of an elastic/plastic structure to cyclic loads, are used to analyse the response of unbound pavements. The pavements are modelled as multilayered structures of Mohr-Coulomb material, characterised by their elastic moduli, cohesion and friction angle. The upper bound theorem of classical shakedown theory is used to estimate the critical shakedown load, and employed to predict the relative importance of various failure mechanisms such as subsurface slip and rut formation.
Application of the Kinematic Shakedown Theorem to Pavements Design
Boulbibane, M. (author) / Collins, I. F. (author)
2000-01-01
16 pages
Article/Chapter (Book)
Electronic Resource
English
Dynamic shakedown and a reduced kinematic theorem
| British Library Online Contents | 1996
Shakedown kinematic theorem for elastic-perfectly plastic bodies
| British Library Online Contents | 2001
Shakedown of Unbound Pavements
| Taylor & Francis Verlag | 2005
Shakedown of asphalt pavements considering temperature effect
| Taylor & Francis Verlag | 2022
Shakedown of pavements under moving surface loads
| TIBKAT | 1983