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Influence of Bimoment Restraints on the Load-Bearing Capacity of a Steel I-Beam

Auteur(s): (Faculty of Civil and Environmental Engineering , West Pomeranian University of Technology , Szczecin , Poland)
Médium: article de revue
Langue(s): anglais
Publié dans: Civil and Environmental Engineering Reports, , n. 4, v. 30
Page(s): 33-47
DOI: 10.2478/ceer-2020-0048
Abstrait:

The study presents an analysis of steel I-beam warping. The calculations were made for hot-rolled IPE200 hinged beams with different lengths. After determining load-bearing capacity using the GMNIA method, the beams were strengthened with bimoment restraints at each end. The changes in critical moment and load-bearing capacity were then evaluated. The study presents the manner in which the material and geometric imperfections have been determined. The GMNIA calculations were conducted using the Finite Element Method in Abaqus software. The results were then compared to results obtained with traditional methods and acquired from LT Beam software.

License:

Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original.

  • Informations
    sur cette fiche
  • Reference-ID
    10705108
  • Publié(e) le:
    19.02.2023
  • Modifié(e) le:
    10.05.2023
 
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