A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical Aspects in Modeling Asphalt Concrete and Pavements
A new nonlinear second order hyperelastic-viscoplastic-damage constitutive model in multi dimensions is developed and its theoretical foundations are presented. The model is used to analyze experiments for asphalt concrete both in the elastic as well as in the irreversible domain of the material. Model's comparisons to experiments are very favorable. The experiments are analyzed both as homogeneous and as boundary-value problems.
Theoretical Aspects in Modeling Asphalt Concrete and Pavements
A new nonlinear second order hyperelastic-viscoplastic-damage constitutive model in multi dimensions is developed and its theoretical foundations are presented. The model is used to analyze experiments for asphalt concrete both in the elastic as well as in the irreversible domain of the material. Model's comparisons to experiments are very favorable. The experiments are analyzed both as homogeneous and as boundary-value problems.
Theoretical Aspects in Modeling Asphalt Concrete and Pavements
Panoskaltsis, Vassilis P. (author) / Panneerselvam, Dinesh (author)
Symposium on Pavement Mechanics and Materials 2007 ; 2007 ; Blacksburg, Virginia, United States
Pavements and Materials ; 1-15
2008-08-27
Conference paper
Electronic Resource
English
Theoretical Aspects in Modeling Asphalt Concrete and Pavements
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