Chapter
Apr 26, 2012
Numerical Implementation of a Hyperelastic-Viscoplastic Damage Model for Asphalt Concrete Materials and Pavements
Publication: Asphalt Concrete: Simulation, Modeling, and Experimental Characterization
Abstract
The algorithmic aspects and the numerical implementation of a new multi-dimensional hyperelastic-viscoplastic-damage model for asphalt concrete are presented. A predictor-corrector algorithm is developed, the algorithmic moduli are computed and the model is implemented into the finite element environment ABAQUS® and is used for the simulation of several experimental results as well as for the analysis of a section of a pavement. The proposed strain energy function is expressed in terms of the invariants of the deviatoric left Cauchy-Green strain tensor as well as of the volume ratio J. A unique feature of the paper is that experiments are treated both as homogeneous (local) and as boundary value problems (global) and the model's simulations for each case are compared.
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Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Asphalt concrete
- Asphalt pavements
- Composite materials
- Concrete pavements
- Construction materials
- Damage (material)
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced composites
- Infrastructure
- Materials characterization
- Materials engineering
- Methodology (by type)
- Models (by type)
- Numerical methods
- Numerical models
- Pavements
- Transportation engineering
Authors
Affiliations
Dinesh Panneerselvam
Application Engineer, ABAQUS Great Lakes Inc., Plymouth, Michigan 48170
Associate Professor, Case Western Reserve University, Department of Civil Engineering, Cleveland, Ohio, 44106-7201. E-mail: [email protected]
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