Computational micromechanics modeling for damage-induced behavior of asphalt mixtures considering viscoelasticity and cohesive zone fracture

Keyphrases

• Asphalt Concrete 50%
• Asphalt Mixture 100%
• Cohesive Fracture 100%
• Computational Micromechanics 100%
• Constitutive Model 50%
• Damage Behavior 50%
• Dependent Behavior 50%
• Experimental Cost 50%
• Experimental Protocol 50%
• Finite Element Analysis 50%
• Flexible Pavement 50%
• Fracture Characteristics 50%
• Fracture Properties 50%
• Induced Behavior 100%
• Inelasticity 50%
• Material Fracture 50%
• Material Properties 100%
• Micromechanical Modeling 100%
• Micromechanics 50%
• Mixture Components 100%
• Pavement System 50%
• Property Characteristics 50%
• Scale Mixture 50%
• Viscoelasticity 100%

Engineering

• Asphalt Concrete Mixture 50%
• Asphalt Mixture 100%
• Cohesive Zone 100%
• Computational Micromechanics 100%
• Constitutive Model 50%
• Damage Behavior 50%
• Dependent Behavior 50%
• Finite Element Method 50%
• Fracture Behavior 50%
• Fracture Property 50%
• Global Scale 50%
• Induced Damage 100%
• Measured Material 50%
• Micromechanics Modeling 100%
• Mixture Component 100%
• Model Input 50%
• Pavement System 50%
• Viscoelasticity 100%