Three-dimensional nonlinear finite-element modelling of the flexural behaviour of reinforced concrete beams

Keyphrases

• Three-dimensional (3D) 100%
• Hexahedral Element 100%
• Reinforced Concrete Beam 100%
• Flexural Behavior 100%
• Nonlinear Finite Element Method 100%
• Numerical Results 50%
• Numerical Investigation 50%
• Abaqus Explicit 50%
• Load-deflection Curve 50%
• Four-point Bending 50%
• Structured Mesh 50%
• Incompatible Modes 50%
• Unstructured Mesh 50%
• Mesh Bias 50%
• Concrete Damage Plasticity 50%
• Tensile Damage 50%
• Concrete Behavior 50%
• Linear Tetrahedral Elements 50%

Engineering

• Reinforced Concrete Beam 100%
• Flexural Behavior 100%
• Fem Model 100%
• Test Result 50%
• Good Agreement 50%
• Finite Element Modeling 50%
• Tensiles 50%
• Point Bending 50%
• Load-Deflection Curve 50%
• Tetrahedral Element 50%
• Structured Mesh 50%
• Plasticity Model 50%