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Stability analysis of orthogonally stiffened TLP columns
A finite element analysis procedure was used to determine the capacity of the hull of an Auger tension leg platform (TLP) to resist lateral-torsional buckling under hydrostatic pressure. The modelled hull structure was stiffened by either circumferential rings and stringers or circumferential rings only. The analysis incorporated fabrication tolerances for out-of-roundness, axial offset, and web tilt of the circumferential stiffening rings.
Stability analysis of orthogonally stiffened TLP columns
A finite element analysis procedure was used to determine the capacity of the hull of an Auger tension leg platform (TLP) to resist lateral-torsional buckling under hydrostatic pressure. The modelled hull structure was stiffened by either circumferential rings and stringers or circumferential rings only. The analysis incorporated fabrication tolerances for out-of-roundness, axial offset, and web tilt of the circumferential stiffening rings.
Stability analysis of orthogonally stiffened TLP columns
Wang, Y.Y. (Autor:in) / Luyties, W.H. (Autor:in) / Balint, S.W. (Autor:in)
1997
Seiten
Aufsatz (Konferenz)
Englisch
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