Non-Linear finite element simulation of combined and confined masonry walls

Keyphrases

• Bond Beam 33%
• Brick Block 33%
• Clay Concrete 33%
• Cohesive Crack Model 33%
• Combined Masonry 100%
• Complex Behavior 33%
• Computational Investigation 33%
• Concrete Block 33%
• Concrete Elements 33%
• Confined Masonry Wall 100%
• Contact Damage 33%
• Contact Formulation 33%
• Continuum Plasticity 33%
• Damage Constitutive 33%
• Diagonal Tension Test 33%
• Experimental Material 33%
• Failure Mechanism 33%
• Finite Element Analysis 66%
• Fired Clay Bricks 33%
• Friction Contact 33%
• Highly Nonlinear 33%
• Lateral Load 33%
• Load-deformation Behavior 33%
• Loading Experiment 33%
• Masonry 33%
• Masonry Wallettes 33%
• Material Data 33%
• Mechanism Prediction 33%
• Micro-modelling Approach 33%
• Modeling Approach 33%
• Modeling Parameters 33%
• Mortar 33%
• Nonlinear Behavior 33%
• Nonlinear Finite Element 100%
• Nonlinear Finite Element Method 33%
• Numerical Results 33%
• Reinforced Concrete Connections 33%
• Tie-column 33%
• Wall Frame 66%

Engineering

• Clay Brick 50%
• Cohesive Crack 50%
• Concrete Block 50%
• Concrete Element 50%
• Concrete Tie 50%
• Conducted Experiment 50%
• Deformation Response 50%
• Diagonal Tension 50%
• Failure Mechanism 50%
• Finite Element Analysis 100%
• Finite Element Simulation 100%
• Lateral Loads 50%
• Linear Finite Element 100%
• Material Data 50%
• Reinforced Concrete 50%