Fatigue behavior of concrete subjected to biaxial loading in the compression region

Keyphrases

• Deceleration 100%
• Crack Growth 100%
• Fatigue Behavior 100%
• Biaxial Loading 100%
• Fatigue Load 100%
• Biaxial Compression 100%
• Acceleration Stage 100%
• Fracture Mechanics 50%
• Torsion 50%
• Paris 50%
• Failure Mechanism 50%
• Crack Length 50%
• Compressive Load 50%
• Static Failure 50%
• Damage Evolution 50%
• Fatigue Failure 50%
• R-curve 50%
• Static Behavior 50%
• Two-stage Process 50%
• Biaxial Tension 50%
• Static Response 50%
• Failure Response 50%
• Airport Pavement 50%
• Hollow Cylinder 50%
• Inelastic Displacement 50%
• Biaxial Fatigue Loading 50%

Engineering

• Fatigue Loading 100%
• Biaxial Loading 100%
• Fatigue Behavior 100%
• Crack Growth 66%
• Fatigue Failure 33%
• Peak Period 33%
• Crack Length 33%
• Biaxial Tension 33%
• Compressive Loading 33%
• Process Stage 33%
• Airport Pavement 33%
• Damage Evolution 33%
• R-Curves 33%
• Biaxial Fatigue 33%
• Failure Response 33%
• Failure Mechanism 33%
• Static Response 33%
• Fracture Mechanics 33%

Material Science

• Crack Growth 100%
• Fatigue Behavior 100%
• R-Curves 50%
• Damage Evolution 50%
• Fracture Mechanics 50%
• Biaxial Fatigue 50%