A new effective rate dependent damage model for dynamic tensile failure of concrete

Engineering

• Tensiles 100%
• Failure (Mechanical) 100%
• Constitutive Relation 100%
• Damage Model 100%
• Strain Rate 66%
• Hopkinson Bar 33%
• Notched Specimen 33%
• Properties of Concrete 33%
• Mechanisms 33%
• Good Agreement 33%
• Loading Condition 33%
• Inertia Effect 33%
• Continuum Model 33%
• Experiments 33%
• Bulk Material 33%
• Length Scale 33%
• Increase Strength 33%
• Do Effect 33%
• Limiters 33%
• Scale Level 33%
• Multiscale 33%

INIS

• failures 100%
• dynamics 100%
• damage 100%
• strain rate 40%
• levels 20%
• inertia 20%
• energy 20%
• simulation 20%
• limiters 20%
• loading 20%
• length 20%
• validation 20%
• fractures 20%