Behaviour and Strut-and-Tie Modelling of asymmetrically loaded deep beams

Engineering

• Test Result 100%
• Failure Load 100%
• Good Agreement 50%
• Shear Strength 50%
• Point Load 50%
• Model Prediction 50%
• Test Specimen 50%
• Load Condition 50%
• Experimental Work 50%
• Explicit Expression 50%
• Load-Deflection Curve 50%

Keyphrases

• Symmetric Points 16%
• Unsymmetrical Load 16%
• Load Asymmetry 16%