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Application of the Kinematic Shakedown Theorem to Pavements Design

Boulbibane, M. / Collins, I. F.

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.

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Application of the Kinematic Shakedown Theorem to Pavements Design

Boulbibane, M. / Collins, I. F.

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. / Collins, I. F.

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.

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Titel:

Application of the Kinematic Shakedown Theorem to Pavements Design

Beteiligte:

Boulbibane, M. (Autor:in) / Collins, I. F. (Autor:in)

Erschienen in:

Inelastic Analysis of Structures under Variable Loads ; 365-380

Solid Mechanics and Its Applications ; 83

Erscheinungsdatum:

01.01.2000

Format / Umfang:

16 pages

ISBN:

978-94-010-9421-4 , 978-1-4020-0382-0

ISSN:

DOI:

https://doi.org/10.1007/978-94-010-9421-4_21

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Friction Angle , Dilation Angle , Loaded Area , Travel Direction , Pavement Structure Engineering , Civil Engineering , Mechanics , Quality Control, Reliability, Safety and Risk

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