Name
..
analyses
resources
00_Failed_Attempt_of_the_Nonlinear_Buckling_Analysis_of_the_uCRM-9.ipynb
01_Buckling_Analysis_of_Euler_Column.ipynb
02_Supercritical_Pitchfork_Bifurcation_of_Euler_Column.ipynb
03_Equilibrium_Diagram_of_a_Thin_Plate_under_Uniaxial_Compression.ipynb
04_Nonlinear_Buckling_Analysis_of_a_Box_Beam.ipynb
05_Sensitivity_Study_of_SOL_106_Nonlinear_Analysis_Parameters.ipynb
06_Verification_of_SOL_106_Nonlinear_Buckling_Method.ipynb
07_Nonlinear_Buckling_Analysis_of_an_Imperfect_Euler_Column.ipynb
08_Nonlinear_Buckling_Analysis_of_a_Box_Beam_Reinforced_with_Ribs.ipynb
09_Verification_of_Shell_Elements_Normal_Vectors_Consistency.ipynb
10_On_the_Mechanical_Cause_of_the_Box_Beam_Broken_Supercritical_Pitchfork.ipynb
11_Equilibrium_Diagram_of_a_Box_Beam_Under_Uniaxial_Compression.ipynb
12_Nonlinear_Buckling_Analysis_of_a_Box_Beam_Reinforced_with_Ribs_and_Stiffeners.ipynb
13_On_the_Correct_Application_of_the_Nonlinear_Buckling_Method.ipynb
14_Investigation_of_the_Equilibrium_Paths_of_the_Unreinforced_Box_Beam.ipynb
15_Investigation_of_the_Equilibrium_Paths_of_the_Box_Beam_Reinforced_with_Ribs.ipynb
16_Investigation_of_the_Equilibrium_Paths_of_the_Box_Beam_Reinforced_with_Ribs_and_Stiffeners.ipynb
17_Nonlinear_Buckling_Analysis_of_the_uCRM-9.ipynb
18_Development_and_Nonlinear_Structural_Stability_Analysis_of_a_CRM-like_Box_Beam_Model.ipynb
19_One-variable_Optimization_of_the_CRM-like_Box_Beam.ipynb
20_Two-variables_Optimization_of_the_CRM-like_Box_Beam.ipynb
21_Optimization_of_the_CRM-like_Box_Beam_under_Distributed_Load.ipynb
22_Optimization_of_the_CRM-like_Box_Beam_with_Curved_Skin.ipynb
Development_of_a_Nonlinear_Structural_Stability_Constraint_for_Aeroelastic_Optimization.ipynb
Influence_of_Load_Introduction_Method_on_Wingbox_Optimization_with_Nonlinear_Structural_Stability_Constraints.ipynb
Influence_of_Skin_Curvature_on_Wingbox_Optimization_with_Nonlinear_Structural_Stability_Constraints.ipynb
Proof-of-concept_of_a_Nonlinear_Structural_Stability_Constraint_for_Aeroelastic_Optimizations.ipynb