Divergence-free algorithms for moment-thrust-curvature analysis of arbitrary sections

Keyphrases

• Divergence-free 100%
• Arbitrary Section 100%
• P-curve 100%
• Curvature Analysis 100%
• Numerical Procedure 66%
• Stiffness 33%
• Reinforced Concrete Column 33%
• Reinforced Composites 33%
• Computation Time 33%
• Finite Element 33%
• Iterative Procedure 33%
• Computational Effort 33%
• Residual Stress 33%
• Axial Load 33%
• Element-by-element 33%
• Layered Structure 33%
• High Compression 33%
• Displacement Control 33%
• High Tension 33%
• Composite Columns 33%
• Accurate Computations 33%
• Small Fibers 33%
• Structural Steel Components 33%
• Quasi-Newton Scheme 33%
• Divergence Problem 33%
• Stress Integration 33%
• Force Control Method 33%
• Concrete Component 33%

Engineering

• Arbitrary Section 100%
• Structural Steel 50%
• Axial Load 50%
• Computational Time 50%
• Iterative Procedure 50%
• Computational Effort 50%
• Control Force 50%
• Flowchart 50%
• Concrete Component 50%
• Fundamental Quantity 50%
• Residual Stress 50%
• Composite Column 50%
• Cross Section 50%
• Reinforced Concrete 50%
• Finite Element Analysis 50%