Effects of Sustained Loading and Temperature on a Concrete-Epoxy Bonded Interface

Engineering

• Bonded Interface 100%
• Room Temperature 50%
• Failure Mode 50%
• Elevated Temperature 50%
• Fracture Surface 50%
• Image Analysis 50%
• Fracture Behavior 50%
• Point Bending 50%
• Fracture Energy 50%
• Cure Time 50%
• Strengthening System 50%
• Performance Bond 50%
• Repair System 50%

Keyphrases

• Bonded Interface 100%
• Sustained Loading 100%
• Epoxy-bonded 100%
• Curing Time 33%
• Room Temperature 16%
• Mechanical Behavior 16%
• Elevated Temperature 16%
• Epoxy 16%
• Failure Mode 16%
• Fracture Surface 16%
• Control Specimen 16%
• Time-dependent Deformation 16%
• Image Analysis 16%
• Sustained Load 16%
• Loading Time 16%
• Viscoelastic Deformation 16%
• Fracture Test 16%
• Fracture Behavior 16%
• Time Prior 16%
• Interfacial Failure 16%
• Repair System 16%
• Ultimate Load 16%
• Concrete Repair 16%
• Bond Performance 16%