Non‐linear static and dynamic response analysis for floating offshore structures

Abstract

A method for non‐linear static and dynamic analysis of flexible systems submerged in water is outlined. The systems considered here include cable and beam elements, as well as buoys and clump weights. Contact and lift‐off between members and the sea floor is also accounted for. The formulation used allows for very large deformations and material non‐linearities. Hydrostatic buoyancy and hydrodynamic drag forces are considered throughout the analyses. These capabilities have been implemented in the general purpose non‐linear finite element program FENRIS. Aspects concerning efficient solution of the non‐linear static and dynamic equations are discussed. In particular, an efficient start‐up procedure for analysis of highly flexible systems is described. The paper shows applications involving static and dynamic analysis of a floating structure kept in place by six mooring lines and a flexible riser system.

Citation

Bergan, P.G., Mollestad, E. and Sandsmark, N. (1985), "Non‐linear static and dynamic response analysis for floating offshore structures", Engineering Computations, Vol. 2 No. 1, pp. 13-20. https://doi.org/10.1108/eb023596