The Structural Engineer > Archive > Volume 40 (1962) > Issues > Issue 12 > Design of Webplates of Steel Girders with Regard to the Postbuckling Behaviour (Analytical Solution)
Name of File 2854-40-12.pdf cached at 12/12/2017 22:06:45 - with 8 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\15\156e5e37-53a6-4d86-a8cd-2f64fa25013d.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\156e5e37-53a6-4d86-a8cd-2f64fa25013d_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 156e5e37-53a6-4d86-a8cd-2f64fa25013d_1.png

Members/subscribers must be logged in to view this article

Design of Webplates of Steel Girders with Regard to the Postbuckling Behaviour (Analytical Solution)

1. Introductory Remarks An approximate solution to the design of webplates that takes account of their postbuckling behaviour has been described in a previous paperl. It is based on the limiting stresses, which have been approximately estimated from the results of experimental and theoretical research. However, this approximate design procedure is useful only in the absence of a more accurate knowledge of the limiting stresses based on a detailed analysis of the deformation and of the stresses in the webplate in the postbuckling range. C.Sc. Ing. M. Skaloud