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Conventional and advanced bending strength analysis of common and castellated, homogeneous and hybrid I-beams

Auteur(s):


Médium: article de revue
Langue(s): anglais
Publié dans: Stahlbau, , n. 2, v. 81
Page(s): 142-150
DOI: 10.1002/stab.201201511
Abstrait:

An appropriate investigation has been performed in order to estimate the bending strength safety of steel I-beams typical in traditional and up-to-date computational analyses. The bending strengths of the conventional analysis have been set in general form for the beam parameters of the span/depth ratios usually observed. Mutual strength relationships between common and castellated, homogeneous and hybrid I-beams, reflect the anticipated regularities. Use of the advanced analysis, founded on the non-linear FEM approach, required the solution of adequate practical examples. In view of the research class, certain completion of the typical non-linear procedure was needed.

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Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/stab.201201511.
  • Informations
    sur cette fiche
  • Reference-ID
    10066687
  • Publié(e) le:
    05.09.2012
  • Modifié(e) le:
    13.08.2014
 
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