IHS ESDU Local buckling and crippling of I, Z and channel section struts. 78020

Description
ESDU 78020 gives two graphs, one for the local buckling stress for I-section struts and one for the local buckling stress of channel- and Z-section struts. The buckling stress is a function of the section width/height ratio and of the flange thickness/web thickness ratio. Curves are superimposed on both graphs to enable the buckle wavelength to be estimated. Where the buckling stress is above the limit of proportionality of the material, plasticity correction factors are given to correct the results.
Description
ESDU 78020 gives two graphs, one for the local buckling stress for I-section struts and one for the local buckling stress of channel- and Z-section struts. The buckling stress is a function of the section width/height ratio and of the flange thickness/web thickness ratio. Curves are superimposed on both graphs to enable the buckle wavelength to be estimated. Where the buckling stress is above the limit of proportionality of the material, plasticity correction factors are given to correct the results.

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Local buckling and crippling of I, Z and channel section struts. - 78020 - IHS ESDU
London, United Kingdom
Local buckling and crippling of I, Z and channel section struts.
78020
Local buckling and crippling of I, Z and channel section struts. 78020
ESDU 78020 gives two graphs, one for the local buckling stress for I-section struts and one for the local buckling stress of channel- and Z-section struts. The buckling stress is a function of the section width/height ratio and of the flange thickness/web thickness ratio. Curves are superimposed on both graphs to enable the buckle wavelength to be estimated. Where the buckling stress is above the limit of proportionality of the material, plasticity correction factors are given to correct the results.

ESDU 78020 gives two graphs, one for the local buckling stress for I-section struts and one for the local buckling stress of channel- and Z-section struts. The buckling stress is a function of the section width/height ratio and of the flange thickness/web thickness ratio. Curves are superimposed on both graphs to enable the buckle wavelength to be estimated. Where the buckling stress is above the limit of proportionality of the material, plasticity correction factors are given to correct the results.

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Technical Specifications

  IHS ESDU
Product Category Standards and Technical Documents
Product Number 78020
Product Name Local buckling and crippling of I, Z and channel section struts.
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