New Computational Model Based on Finite Element Method to Quantify Damage Evolution Due to External Sulfate Attack on Self-Compacting Concretes

Engineering

• Cement Paste 33%
• Compacting Concrete 100%
• Damage Evolution 100%
• Damage Growth 33%
• Ettringite 100%
• Finite Element Method 100%
• Finite Element Modeling 33%
• Infrastructure 33%
• Maximum Stress 33%
• Mechanical Damage 33%
• Mechanical Degradation 33%
• Mechanical Performance 33%
• Microstructure 33%
• Stress Region 33%
• Sulfate Attack 100%
• Young's Modulus 33%

Keyphrases

• Accelerated Aging Conditions 33%
• Aggregate Structure 33%
• Cement Paste 33%
• Computer-aided 33%
• Damage Growth 33%
• Damage Kinetics 33%
• Drying Protocol 66%
• External Sulfate Attack 100%
• Infrastructure Engineering 33%
• Interphase Region 33%
• Maximum Stress 33%
• Mechanical Damage 33%
• Mechanical Degradation 33%
• New Computational Model 100%
• Predictive Analysis 33%
• Region Growing 33%
• Self-compacting Concrete 100%
• Significant Damage 33%