Cristin-resultat-ID: 1283014
Sist endret: 31. mai 2017, 08:55
NVI-rapporteringsår: 2015
Resultat
Vitenskapelig Kapittel/Artikkel/Konferanseartikkel
2015

Structural integrity assessment of a free-fall lifeboat launched from an FPSO

Bidragsytere:
  • Guomin Ji
  • Nabila Berchiche
  • Sébastien Fouques
  • Thomas Michel Sauder og
  • Svein-Arne Reinholdtsen

Bok

ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering Volume 3: Structures, Safety and Reliability
ISBN:
  • 978-0-7918-5649-9

Utgiver

The American Society of Mechanical Engineers (ASME)
NVI-nivå 1

Serie

International Conference on Offshore Mechanics and Arctic Engineering (OMAE) [proceedings]
ISSN 1523-651X
NVI-nivå 1

Om resultatet

Vitenskapelig Kapittel/Artikkel/Konferanseartikkel
Publiseringsår: 2015
Volum: 2015
Hefte: 3
Antall sider: 12
ISBN:
  • 978-0-7918-5649-9

Klassifisering

Fagfelt (NPI)

Fagfelt: Konstruksjonsfag
- Fagområde: Realfag og teknologi

Beskrivelse Beskrivelse

Tittel

Structural integrity assessment of a free-fall lifeboat launched from an FPSO

Sammendrag

The paper addresses the structural integrity assessment of lifeboat launched from floating production, storage and offloading (FPSO) vessels. The study is based on long-term drop lifeboat simulations accounting for more than 50 years of hindcast data of metocean conditions and corresponding FPSO motions. Selection of the load cases and strength analyses with high computational time is a challenge. The load cases analyzed are those corresponding to the 99th percentile of long term distribution of indicators for large slamming loads (CARXZ) or large submergence (Imaxsub). For six selected cases, the time-varying pressure distribution on the lifeboat hull during and after water impact is calculated by CFD simulations using StarCCM+. The finite element model (FEM) of the composite structure of the lifeboat is modelled by ABAQUS. Quasi-static finite element (FE) analyses are performed for the selected load cases. The structural integrity is assessed by the maximum stress and Tsai-Wu failure measure. In the present study, the load and resistance factors are combined and applied to the response. A sensitivity study is performed to investigate the non-linear load/response effects when the load factor is applied to the load. In addition, dynamic analysis is performed with the time-varying pressure distribution for selected case and the dynamic effect is investigated.

Bidragsytere

Guomin Ji

  • Tilknyttet:
    Forfatter
    ved Energi og transport ved SINTEF Ocean

Nabila Berchiche

  • Tilknyttet:
    Forfatter
    ved Skip og havkonstruksjoner ved SINTEF Ocean

Sebastien Fouques

Bidragsyterens navn vises på dette resultatet som Sébastien Fouques
  • Tilknyttet:
    Forfatter
    ved Skip og havkonstruksjoner ved SINTEF Ocean

Thomas Michel Sauder

  • Tilknyttet:
    Forfatter
    ved Skip og havkonstruksjoner ved SINTEF Ocean

Svein-Arne Reinholdtsen

  • Tilknyttet:
    Forfatter
    ved Equinor
1 - 5 av 5

Resultatet er en del av Resultatet er en del av

ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering Volume 3: Structures, Safety and Reliability.

NN, .. 2015, The American Society of Mechanical Engineers (ASME). Vitenskapelig antologi/Konferanseserie
1 - 1 av 1