Local buckling of compression panels with flanged stringers.
Abstract:The elastic buckling coefficient is provided for short wavelength buckling of compression panels reinforced by stiffeners having either single-sided flanges or double-sided (T) flanges. Two sets of data are provided, one for integrally-machined stiffeners and one for riveted-on or bonded-on stiffeners. Plasticity correction factors are provided.
- Flat Panels with Flanged Integral Stiffeners
- Flat Panels with T-Section Integral Stiffeners
- Flat Panels with Unlipped Z-Section Stiffeners
|Data Item ESDU 71014|