Application of a finite deformation multiplicative plasticity model with non-local hardening to the simulation of CPTu tests in a structured soil

Keyphrases

• Plastic Deformation 100%
• Plasticity Model 100%
• Finite Deformation 100%
• Structured Soil 100%
• CPTu Test 100%
• Multiplicative Plasticity 100%
• Local Hardening 100%
• Microstructure 66%
• Cone Tip 66%
• Clay 33%
• Pore Water Pressure 33%
• Elastoplastic Model 33%
• Numerical Simulation 33%
• Soil Permeability 33%
• Bond Strength 33%
• Material Constants 33%
• Strain Softening 33%
• Constitutive Model 33%
• Geometric Nonlinearity 33%
• Finite Element Solution 33%
• Elastic Behavior 33%
• Shear Band 33%
• Strain Localization 33%
• Destructuration 33%
• Structure Degradation 33%
• Structured Clay 33%
• Computationally Efficient 33%
• Penetration Process 33%
• Internal State Variable 33%
• Clay Structure 33%
• Mesh Dependence 33%
• Settings-based 33%
• Isotropic Hardening 33%
• Free Energy Functional 33%
• Average Grain Size 33%
• Hardening Law 33%
• Macroscopic Description 33%
• Geotechnical Site Characterization 33%
• Effect of Clays 33%
• Plastic Parts 33%
• Nonlocal Approach 33%
• Shear Band Thickness 33%
• Localization Regime 33%
• Internal Length Scale 33%
• Multiplicative Decomposition of the Deformation Gradient 33%
• Extreme Deformation 33%
• Bond Degradation 33%

Engineering

• Plastic Deformation 100%
• Plasticity Model 100%
• Finite Deformation 100%
• Constitutive Model 66%
• Shear Band 66%
• Pore Water Pressure 33%
• Length Scale 33%
• Bond Strength 33%
• Material Constant 33%
• Internal Variable 33%
• Finite Element Solution 33%
• Strain Localization 33%
• Characteristic Length 33%
• Internal State Variable 33%
• Isotropic Hardening 33%
• Average Grain Size 33%
• Local Approach 33%
• Deformation Gradient 33%
• Hardening Law 33%
• Geotechnical Site Investigation 33%
• Band Thickness 33%
• Internal Length 33%
• Computer Simulation 33%
• Gibbs Free Energy 33%
• Plastic Part 33%

Material Science

• Plastic Deformation 100%
• Shear Band 66%
• Finite Element Method 33%
• Grain Size 33%
• Elastic Behavior 33%
• Plastic Part 33%