IHS ESDU Local buckling of compression panels with flanged stringers. 71014

Description
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.
Description
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.

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Local buckling of compression panels with flanged stringers. - 71014 - IHS ESDU
London, United Kingdom
Local buckling of compression panels with flanged stringers.
71014
Local buckling of compression panels with flanged stringers. 71014
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.

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.

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Technical Specifications

  IHS ESDU
Product Category Standards and Technical Documents
Product Number 71014
Product Name Local buckling of compression panels with flanged stringers.
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