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REACTION FORCES DEVELOPED ON SPECIALLY REINFORCED ANTI COLLAPSE STEEL BEAM TO TUBULAR COLUMN CONNECTION UNDER DYNAMIC LOADING

  • Unique Paper ID: 161286
  • Volume: 10
  • Issue: 3
  • PageNo: 461-466
  • Abstract:
  • In steel structures, connections can be made to reduce the likelihood of progressive collapse in particular situations. The impacts are examined in this research using a specifically strengthened beam to tubular column connection that has previously been subjected to monotonic loading analysis. Due to the fact that every structure is primarily intended for static loading, dynamic loading is a key challenge. That isn't actually conceivable because static and normal loads will always act. Therefore, the primary goal of this study is to validate the modal similar connection in the ABAQUS software that is described in the base work and to investigate all behavioral patterns of failure of beam column joints under column removal technique. The link has undergone a finite element analysis. Although all other parameters are maintained from the previous study, the link is tested for dynamic loading up until failure. D'alembert's principal is used to compute dynamic loading before static loading in order to achieve the purpose. The connection is affected by the calculated amplitude in the case of a column removal. Numerous possibilities are addressed in the study since unexpected events can lead to progressive breakdown. Results for reaction load and displacement are displayed graphically. The graphical interpretation is finished after that. Calculated and contrasted with static loading are catenary and flexural actions.
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Cite This Article

  • ISSN: 2349-6002
  • Volume: 10
  • Issue: 3
  • PageNo: 461-466

REACTION FORCES DEVELOPED ON SPECIALLY REINFORCED ANTI COLLAPSE STEEL BEAM TO TUBULAR COLUMN CONNECTION UNDER DYNAMIC LOADING

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8.01 (Year 2024)
UGC Approved
Journal no 47859

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