Predicting corrosion in reinforced UHPC members through time-dependent multi-physics numerical simulation

Engineering

• Cementitious Matrix 10%
• Computer Simulation 100%
• Concrete Beam 10%
• Concrete Infrastructure 10%
• Concrete Member 100%
• Concrete Specimen 20%
• Concrete Surface 10%
• Constrains 10%
• Corrosion Rate 10%
• Coupling Effect 10%
• Cross Section 20%
• Damage Area 10%
• Dependent Process 10%
• Deterioration Mechanism 10%
• Experimental Trend 10%
• Finite Element Modeling 10%
• Induced Cracking 10%
• Initial Stiffness 20%
• Load Capacity 20%
• Loading Condition 10%
• Mechanical Coupling 10%
• Mechanical Loading 10%
• Observables 10%
• Reinforced Concrete 20%
• Service Life 10%
• Service Load 10%
• Simulation Mode 10%
• Simulation Result 20%
• Stiffness Reduction 10%
• Ultra-High-Performance Concrete 100%

Keyphrases

• Concrete Members 100%
• Cracking Condition 20%
• Stiffness Loss 20%

Material Science

• Rust 10%