Stabilized and variationally consistent nodal integration for meshfree modeling of impact problems

Keyphrases

• Variationally Consistent 100%
• Impact Problem 100%
• Nodal Integration 100%
• Quadrature 50%
• Integration Method 50%
• Superior Performance 25%
• Wave Propagation 25%
• High Strain Rate 25%
• Strain Energy 25%
• Eigenvalue Analysis 25%
• Large Deformation 25%
• Optimal Convergence Rate 25%
• Transient Deformation 25%
• Element-free Galerkin Method 25%
• Variationally Consistent Integration 25%
• Strain Smoothing Technique 25%

Engineering

• Impact Problem 100%
• Integration Method 66%
• Convergent 33%
• High Strain Rate 33%
• Strain Energy 33%
• Eigenvalue Analysis 33%
• Large Deformation 33%
• Diffraction 33%