Chapter
Apr 26, 2012
Development of a Computational Model for Asphaltic Concrete Response under Cyclic Loading
Authors: Edwin Swart [email protected], Tom Scarpas, and Xueyan LiuAuthor Affiliations
Publication: Asphalt Concrete: Simulation, Modeling, and Experimental Characterization
Abstract
When traffic load is imposed on a pavement, a non-uniform displacement field develops giving rise to a multitude of triaxial states of stress. Triaxiality has been known to significantly influence the response of asphaltic materials. In this contribution the extension of the Desai plasticity based material model for reversed cyclic loading is presented. Hardening of the material is simulated via a mixed hardening formulation. In order to enable a smooth elastic-plastic transition, the bounding surface concept proposed by Dafalias and Popov is utilized.
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Published In
Asphalt Concrete: Simulation, Modeling, and Experimental Characterization
Pages: 53 - 60
Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Nottingham Centre for Pavement Engineering, University of Nottingham, United Kingdom.and Section of Structural Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands. E-mail: [email protected]
Tom Scarpas
Section of Structural Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands
Xueyan Liu
Section of Structural Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.