Response and fatigue performance modeling of ALF pavements using 3-D finite element analysis and a simplified viscoelastic continuum damage model

Keyphrases

• Pavement 100%
• Performance Modeling 100%
• Fatigue Performance 100%
• 3D Finite Element Analysis 100%
• Response Performance 100%
• Simplified Viscoelastic Continuum Damage (S-VECD) 100%
• Material Model 66%
• Finite Element Analysis 66%
• Asphalt Concrete Pavement 66%
• Temperature Gradient 33%
• ABAQUS 33%
• Material Properties 33%
• Advanced Materials 33%
• Fatigue Effect 33%
• Asphalt Concrete 33%
• Finite Element Simulation 33%
• Stress Dependence 33%
• Material Type 33%
• Linear Elastic 33%
• Analysis Program 33%
• Mechanistic-empirical Pavement Design Guide (MEPDG) 33%
• Complexity Level 33%
• Pavement Response 33%
• ANSYS 33%
• Federal Highway Administration 33%
• Asphalt Pavement 33%
• Viscoelasticity 33%
• Commercial Packages 33%
• Underlying Materials 33%
• Damage Characteristics 33%
• Linear Viscoelasticity 33%
• Asphalt Concrete Layer 33%
• FEP+ 33%
• Finite Element Package 33%
• Gradient Type 33%
• Wheel Speed 33%
• Characteristic Relation 33%
• Simplified Modeling 33%
• Unbound Layers 33%

Engineering

• Damage Model 100%
• Fatigue Performance 100%
• Finite Element Analysis 100%
• Pavement 100%
• Asphalt Concrete 100%
• Material Model 50%
• Concrete Pavements 50%
• Fatigue Response 25%
• Finite Element Simulation 25%
• Design Guide 25%
• Asphalt Pavements 25%
• Stress State 25%
• Pavement Design 25%
• Thermal Gradient 25%
• Temperature Gradient 25%
• Viscoelasticity 25%