HIGH CYCLE FATIGUE BEHAVIOR OF REINFORCED CONCRETE

Keyphrases

• Capacity Utilization 50%
• Concrete Performance 50%
• Concrete Structures 100%
• Control Design 50%
• Control Sets 50%
• Damage Accumulation Model 50%
• Demand Capacity 50%
• Design Life 50%
• Design Requirements 50%
• Experimental Testing 100%
• Fatigue Capacity 100%
• Fatigue Design 50%
• Fatigue Life 50%
• Fatigue Model 50%
• Fatigue Performance 50%
• Fatigue Stress 100%
• Fatigue Testing 50%
• High Cycle Fatigue 100%
• Linear Damage Accumulation 50%
• Mean Wind Speed 50%
• Model Requirements 50%
• Palmgren-Miner 50%
• Prestress 50%
• Reinforced Concrete 100%
• S-N Curve 50%
• Steel Reinforcement 100%
• Steel Structures 50%
• Stiffness Characteristics 50%
• Strain Variation 50%
• Stress Demand 100%
• Stress Level 50%
• Stress State 50%
• Stress-strain 50%
• Structural Concrete 50%
• Tensile Fatigue 50%
• Tensile Stress 50%
• Testing Program 100%
• Time-dependent Behavior 50%
• Turbine Control 50%
• Turbine Operation 50%
• U.S. Department of Energy 50%
• Wave Turbine 50%
• Wind Turbine 50%

Engineering

• Accumulation Model 50%
• Capacity Utilization 50%
• Concrete Structure 100%
• Control Design 50%
• Department of Energy 50%
• Dependent Behavior 50%
• Design Life 50%
• Design Requirement 50%
• Fatigue Behavior 100%
• Fatigue Design 50%
• Fatigue Life 50%
• Fatigue Model 50%
• Fatigue Performance 50%
• Fatigue Stress 100%
• Fatigue Testing 50%
• High Cycle Fatigue 100%
• Prestressing 50%
• Reinforced Concrete 100%
• Research Project 50%
• S-N Curve 50%
• Steel Reinforcement 100%
• Steel Structure 50%
• Stress Level 50%
• Stress State 50%
• Structural Concrete 50%
• Tensile Stress σ 50%
• Turbine Control 50%
• Wind Turbine 50%