Investigating geometrical size effect on the flexural strength of the ultra high performance fibre reinforced concrete using the cohesive crack model

INIS

• beams 25%
• comparative evaluations 25%
• computerized simulation 25%
• cracks 50%
• curves 50%
• data 50%
• fibers 50%
• flexural strength 50%
• layers 25%
• peak load 50%
• performance 50%
• prediction 50%
• reinforced concrete 50%
• simulation 25%
• size 100%
• surfaces 25%

Engineering

• Cohesive Crack 50%
• Computer Simulation 25%
• Experiments 25%
• Fibre-Reinforced Concrete 50%
• High Performance Fiber 50%
• Load Test 25%
• Model Prediction 25%
• Models 50%
• Peak Load 50%
• Prediction 25%
• Simulation Result 25%
• Size Effect 100%
• Surface Layer 25%
• Test Data 50%
• Test Result 25%
• Test Specimen 25%

Material Science

• Beam 50%
• Flexural Strength 50%