State-Space Formulation for Structural Analysis with Coupled Degradation-Plasticity and Geometric Nonlinearity

Keyphrases

• Multi-axial 100%
• Geometric Nonlinearity 100%
• Element Level 66%
• Hysteretic Law 66%
• Strength Degradation 33%
• Equations of Motion 33%
• Effective Stress 33%
• Governing Equation 33%
• Finite Element Model 33%
• Experimental Verification 33%
• System Level 33%
• Ordinary Differential Equations 33%
• Degradation Process 33%
• Hysteretic 33%
• Scalar Damage 33%
• Material Degradation 33%
• Yield Capacity 33%
• Beam Finite Element 33%
• Equation-based 33%
• Elastic Stiffness 33%
• Principle of Virtual Work 33%
• Axial Shear 33%
• Shear Capacity 33%
• State-space Form 33%
• Geometric Stiffness 33%
• Transverse Displacement 33%
• Capacity Surface 33%
• Flexural Capacity 33%
• Displacement Effect 33%
• Numerical Illustrations 33%
• Consistency Criterion 33%
• First-order Ordinary Differential Equations 33%
• Stress Domains 33%
• Model Consistency 33%
• Hysteretic Model 33%
• Distributed Plasticity 33%
• Damage Function 33%
• Ordinary Differential Equation Solver 33%
• Constant Element 33%
• Nonlinear Beam 33%
• Moment-shear Interaction 33%

Engineering

• Geometric Nonlinearity 100%
• Effective Stress 33%
• Finite Element Modeling 33%
• Strength Degradation 33%
• Elastic Stiffness 33%
• Geometric Stiffness 33%
• Space Form 33%
• Flexural Capacity 33%
• Shear Property 33%
• Axial Capacity 33%
• Element Matrix 33%