Chloride penetration in reinforced slag-based concrete beams under combined effects of loads and drying-wetting cycles

Keyphrases

• Reinforced 100%
• Chloride Penetration 100%
• Bending Moment 100%
• Compression Zone 100%
• Tension Zone 100%
• Concrete Beams 100%
• Dry-wet Cycles 100%
• Reinforced Concrete Beam 66%
• Chloride Diffusion 66%
• Slag Concrete 66%
• Environmental Conditions 33%
• Chloride Ion 33%
• Prediction Model 33%
• Diffusion Coefficient 33%
• Environmental Concern 33%
• Reinforced Concrete 33%
• Coefficient Value 33%
• Coastal Area 33%
• Normal Strength Concrete 33%
• Chloride Concentration 33%
• Diffusion Depth 33%
• Penetration Characteristics 33%
• Concrete Mix Design 33%
• Chloride Distribution 33%
• Chloride Ion Transport 33%
• Transport Performance 33%
• Bending Load 33%
• Concrete Durability 33%
• Chlorine Exposure 33%

Engineering

• Combined Effect 100%
• Bending Moment 100%
• Chloride Penetration 100%
• Compression Zone 100%
• Concrete Beam 100%
• Reinforced Concrete Beam 66%
• Diffusion Coefficient 66%
• Slag Concrete 66%
• Reinforced Concrete 33%
• Environmental Concern 33%
• Concrete Mix 33%
• Mixing Design 33%
• Coastal Area 33%
• Chloride Concentration 33%
• Rich Environment 33%
• Concrete Durability 33%
• Bending Load 33%