Rest Period Healing Effect on Viscoelastic Continuum Damage Behaviour of Asphalt Mixture: Experimental Quantification and Numerical Verification of a New Approach
Access Status
Open access
Authors
Su, Yang
Date
2019Supervisor
Hamid Nikraz
Type
Thesis
Award
PhD
Metadata
Show full item recordFaculty
Science and Engineering
School
Civil Engineering
Collection
Abstract
Rest period healing effect on viscoelastic continuum damage behaviour of asphalt mixture is systematically through simplified VECD and 4PB beam fatigue tests with various length of rest period after each load cycle. A new equation is proposed to interpret damage characteristic curves with rest period. Novel methods are developed to model beam fatigue tests results through derived VECD healing model. The new functions are evaluated and verified by comparison of simulation and experiment results.
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