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Nonlinear Elastic Stability of Web Panels in Built-Up Members

Auteur(s):



Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Structural Stability and Dynamics, , n. 8, v. 19
Page(s): 1950064
DOI: 10.1142/s0219455419500640
Abstrait:

The stability characteristics of web panels in two built-up members, i.e. box-sections and I-sections, are investigated here using a higher order plate bending element. At the beginning, the critical buckling loads of rectangular flat panels under various theoretical states-of-stress (pure shear, in-plane bending, shear and in-plane bending and combined stresses) and boundary conditions (simply supported and restrained by flange panels) are investigated. Then, the buckling behavior of an isolated flat panel is correlated with the stability characteristics of the web panels of built-up members under various loading conditions. The results on the stability behavior of the web panels are presented in nondimensional form for easy reference to designers and researchers.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1142/s0219455419500640.
  • Informations
    sur cette fiche
  • Reference-ID
    10344605
  • Publié(e) le:
    14.08.2019
  • Modifié(e) le:
    14.08.2019
 
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