Assessment of cracking risk of concrete due to restrained strain based on zero-stress temperature and cracking temperature

Keyphrases

• Compressive Stress 12%
• Concrete Wall 62%
• Cracking Risk 100%
• Cracking Temperature 100%
• Degree of Restraint 12%
• Drying Shrinkage 12%
• High Performance Concrete 12%
• Restrained Strain 100%
• Strain-based 100%
• Stress Crack 100%
• Tensile Stress 12%
• Transition Time 12%
• View-specific 12%
• Volume Change 12%
• Zero-stress Temperature 100%

Engineering

• Compressive Stress 12%
• Concrete Wall 62%
• Cross Section 12%
• Drying Shrinkage 12%
• High-Performance Concrete 12%
• Proportional Height 12%
• Temperature Stress 100%
• Tensile Stress σ 12%