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Evaluation of buckling strength for design consideration of offshore structures

  • Seung Jung Lee
  • , Gukgwon Choi
  • , Ilhwan You
  • , Min Han Oh
  • , Nayoung Kim
  • , Goangseup Zi
  • , Soye Kim
  • Korea University
  • Advanced Tenchnology Institute
  • Hyundai Heavy Industries

Research output: Contribution to conferenceConference paperpeer-review

Abstract

The buckling strength of irregular shaped members of offshore structures is evaluated by a design guide and numerical methods in this study. The buckling strength of members of offshore structures is calculated by using DNV-RP-C201 which is established for idealized plate structures. Because of irregularity of members, the buckling behavior calculated by the design guide is different from the real behavior. The result is compared with the buckling strength by classical finite element model using the commercial software ABAQUS in order to check the applicability of the guide. We carried out this studies with three different approaches: (1) the arc-length method, (2) the static stabilizing method with artificial damping for local instability. We also give a well-known buckling problem of circular cylindrical shell under axial compression.

Original languageEnglish
Title of host publicationProceedings of the 25th International Ocean and Polar Engineering Conference, ISOPE 2015
PublisherInternational Society of Offshore and Polar Engineers
Pages31-37
Number of pages7
ISBN (Electronic)9781880653890
StatePublished - 2015
Event25th International Ocean and Polar Engineering Conference, ISOPE 2015 - Kona, Big Island, United States
Duration: 2015.06.212015.06.26

Publication series

NameProceedings of the International Offshore and Polar Engineering Conference
Volume2015-January
ISSN (Print)1098-6189
ISSN (Electronic)1555-1792

Conference

Conference25th International Ocean and Polar Engineering Conference, ISOPE 2015
Country/TerritoryUnited States
CityKona, Big Island
Period15.06.2115.06.26

Keywords

  • Buckling strength
  • DNV-RP-C201
  • Finite element model
  • Irregular shaped members
  • Tension leg platform

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