Abstract
Damage tolerant hat-stiffened thin-skinned composite panels with and without a centrally located circular cutout, under uniaxial compression loading, were investigated experimentally and analytically. These panels incorporated a highly postbuckling design characterised by two integral stiffeners separated by a large skin bay with a high width to skin-thickness ratio. In both configurations, the skin initially buckled into three half-wavelengths and underwent two mode-shape changes; the first a gradual mode change characterised by a central deformation with double curvature and the second a dynamic snap to five half-wavelengths. The use of standard path-following non-linear finite element analysis did not consistently capture the dynamic mode change and an approximate solution for the prediction of mode-changes using a Marguerre-type Rayleigh-Ritz energy method is presented. Shortcomings with both methods of analysis are discussed and improvements suggested. The panels failed catastrophically and their st rength was limited by the local buckling strength of the hat stiffeners.
| Original language | English |
|---|---|
| Pages (from-to) | 1255-1262 |
| Number of pages | 8 |
| Journal | Compos Part A Appl Sci Manuf |
| Volume | 32 |
| Issue number | 9 |
| DOIs | |
| Publication status | Published - 2001 |
| Externally published | Yes |
Keywords
- C. finite element analysis (FEA) Postbuckling Boundary conditions Buckling Compression testing Finite element method Shear deformation Stiffness Strain measurement Structural loads Structural panels Hat-stiffened composite panels Postbuckling designs Composite structures
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