Energy-based mechanistic approach for crack growth characterization of asphalt binder

Keyphrases

• Crack Growth 100%
• Asphalt Binder 100%
• Growth Characterization 100%
• Energy-based Mechanistic Approach 100%
• Strain Level 50%
• Crack Length 37%
• Material Properties 25%
• Paris Law 25%
• Pseudo J-integral 25%
• Nonlinear Viscoelasticity 25%
• Contact Region 25%
• Logarithmic Scale 12%
• Linear Relationship 12%
• Phase Angle 12%
• Statistical Analysis Method 12%
• Shear Modulus 12%
• Shear Load 12%
• Test Temperature 12%
• Strain Control 12%
• Fatigue Crack Growth Resistance 12%
• Asphalt Pavement 12%
• Loading Time 12%
• Critical Strain 12%
• Rotational Shear 12%
• Nonlinear Strain 12%
• Image Processing Method 12%
• Energy Balance Equation 12%
• Torque Equilibrium 12%
• Equilibrium Equations 12%

Engineering

• Crack Growth 100%
• Asphalt Binder 100%
• Energy-Based Mechanistic Approach 100%
• Crack Growth Rate 50%
• Strain Level 50%
• Crack Length 37%
• J-Integral 25%
• Nonlinear Viscoelasticity 25%
• Contact Region 25%
• Logarithmic Scale 12%
• Linear Relationship 12%
• Phase Shift 12%
• Rotational 12%
• Shear Modulus 12%
• Shear Loads 12%
• Test Temperature 12%
• Asphalt Pavements 12%
• Fracture Toughness 12%
• Critical Strain 12%
• Image Processing Method 12%
• Equilibrium Equation 12%
• Energy Balance Equation 12%