Abstract
The stability of axially functionally graded (AFG) heavy columns was analyzed. Consideration in stability analysis of the column is given to the free vibration and bucking problems. The mass density and Young’s modulus of the AFG heavy column vary along the column axis through a power-law function. Unified modeling of the differential equations with the associated boundary conditions governing the deformed shape of the free vibrations and buckling of the column was developed. Using a combination of direct numerical integration method and numerical solution method of nonlinear equation, differential equations were solved to calculate the natural frequency and the critical buckling load. Calculation results for the natural frequency and buckling load compare well with the FEM results. As a result of numerical experiments, the effects of material and geometric properties on the natural frequency and the buckling load were reported and discussed in detail.
| Original language | English |
|---|---|
| Pages (from-to) | 335-352 |
| Number of pages | 18 |
| Journal | Mechanics of Composite Materials |
| Volume | 60 |
| Issue number | 2 |
| DOIs | |
| State | Published - May 2024 |
Keywords
- axially functionally graded material
- buckling
- free vibrations
- heavy column
- stability