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Autor(en):
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Proceedings of the Institution of Civil Engineers - Structures and Buildings, , n. 3, v. 146
Seite(n): 285-294
DOI: 10.1680/stbu.146.3.285.45430
Abstrakt: The response of three jacket structures is investigated under accidental ship impact. Fully non-linear finite element analysis results agree well with the predictions of a locally non-linear beam–column model attached to an elastic structure. The results suggest that typical North Sea jackets in moderate water depth and carrying moderately large topsides may be able to resist very high impact energies. For very light jackets, however, sudden overall collapse is possible, particularly under nodal impact. The criticality of ship impact for jacket design is very dependent on the relative magnitudes of the loads at which the ship and the jacket collapse. The topside configuration is also important as it determines the manner in which tension loads generated during the impact are redistributed through the structure.
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1680/stbu.146.3.285.45430.
  • Über diese
    Datenseite
  • Reference-ID
    10011353
  • Veröffentlicht am:
    02.12.2003
  • Geändert am:
    09.11.2018
 
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