Consideration of coupling of crack development and corrosion in assessing the reliability of reinforced concrete beams subjected to bending

Engineering

• Reinforced Concrete Structure 100%
• Reinforced Concrete Beam 100%
• Mechanical Model 50%
• Environmental Temperature 50%
• Stochastic Model 50%
• Infrastructure 50%
• External Load 50%
• Numerical Experiment 50%
• Reinforced Concrete 50%
• Progression 50%
• Supplementary Cementitious Material 50%
• Numerical Approach 50%
• Load Level 50%
• Induced Corrosion 50%

Keyphrases

• Reinforced Concrete Beam 100%
• Corrosion Probability 100%
• Degradation Effect 100%
• Corrosion Failure 100%
• Corrosion Progression 50%
• Chloride-induced Corrosion 50%
• Loading Action 50%
• Continuous Degradation 50%
• Chloride Ingress 50%