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A. Post-buckling Beam
A. Post-buckling Beam
Analysis and result comparison of a post buckling structural beam by a non-lineal MSC NASTRAN calculus and empirical lineal Euler method computed in MATLAB
Patran-Nastran Results
Patran-Nastran Results
Patran buckling analysis of beam along with load-displacement graph developed in Nastran for deformation process study in a non-lineal model
Patran buckling analysis of beam along with load-displacement graph developed in Nastran for deformation process study in a non-lineal model
MATLAB Results
MATLAB Results
Buckling analysis for same beam structure with linear Euler method implemented in MATLAB applying same theoretical results from Patran
Buckling analysis for same beam structure with linear Euler method implemented in MATLAB applying same theoretical results from Patran
MATLAB CODE
B. Euler's column buckling analysis
B. Euler's column buckling analysis
Study of different buckling modes in a frame structure when diagonal charge is applied. Performed Euler’s Column analysis for further comparison with NASTRAN and MATLAB code implementation.
Patran-Nastran Results
Patran-Nastran Results
Patran buckling analysis and simulation of Euler's column in first three buckling modes
Patran buckling analysis and simulation of Euler's column in first three buckling modes
MATLAB Results
MATLAB Results
MATLAB model for different buckling modes of the Euler's column along with total charge applied
MATLAB model for different buckling modes of the Euler's column along with total charge applied
MATLAB CODE
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