Finite element simulation of mechanical-electrochemical coupling effects of steel corrosion in ecc structures

Keyphrases

• Finite Element Simulation 100%
• Reinforced Concrete Structures 100%
• Coupling Effect 100%
• Corrosion 100%
• Steel Corrosion 100%
• Saturation Level 100%
• Mechano-electrochemical Interaction 100%
• Concrete Structures 100%
• Macrocell Corrosion 100%
• Finite Element Model 50%
• Numerical Model 50%
• Modeling Results 50%
• Stress State 50%
• Moisture 50%
• Concrete Materials 50%
• Transport Properties 50%
• Current Density 50%
• Oxygen Transport 50%
• Chloride 50%
• Conventional Concrete 50%
• Diffusion Process 50%
• Corrosion Process 50%
• Concrete Crack 50%
• Concrete Cover 50%
• Steel Reinforcement 50%
• Corrosion Performance 50%
• Rebar 50%
• Ingress 50%
• Moisture Content 50%
• High Saturation 50%
• Coupling Method 50%
• Steel-concrete Interface 50%
• Dynamic Coupling 50%
• Strain State 50%
• Complex Stress State 50%
• Electrochemical Effect 50%
• Strain Conditions 50%
• Corroded Reinforced Concrete 50%
• Reinforcement Corrosion 50%
• Damaged Beams 50%
• Embedded Reinforcement 50%

Engineering

• Finite Element Simulation 100%
• Reinforced Concrete Structure 100%
• Steel Reinforcement 100%
• Steel Corrosion 100%
• Coupling Effect 100%
• Concrete Structure 100%
• Limitations 50%
• Concrete (Composite Building Material) 50%
• Finite Element Modeling 50%
• Numerical Model 50%
• Conventional Concrete 50%
• Macrocell 50%
• Steel Rebar 50%
• Stress State 50%
• Diffusion Process 50%
• Concrete Cover 50%
• Strain State 50%
• Electrochemical Effect 50%
• Complex Stress 50%
• Stress Condition 50%
• Strain Condition 50%

Material Science

• Finite Element Method 100%
• Corrosion 100%
• Reinforced Concrete 25%
• Density 12%
• Concrete (Composite Building Material) 12%
• Finite Element Modeling 12%
• Steel Rebar 12%