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- W45894019 abstract "As jack-ups have moved into deeper and harsher waters there has been an increased need to understand jack-up behaviour and develop analysis techniques. One of the areas of significant development has been the modelling of spudcan footing performance, where the load-displacement behaviour of the footings is required to be included in any overall numerical model. Due to their ability to be incorporated into conventional structural analysis programs strain-hardening plasticity models are appropriate replacements to the unrealistic assumptions of pinned and linear spring footings. Suggested models include B for the analysis of spudcans on clay (Martin, 1994; Martin and Houlsby, 2001) and for dense sand (Cassidy, 1999; Houlsby and Cassidy, 2002). However, these models only describe the load-displacement behaviour of spudcan footings for three degrees of freedom (vertical, moment and horizontal) and therefore can only be applied in two-dimensional (plane-frame) structural analysis. This paper outlines a possible theoretical extension to Model C to account for six degrees of freedom (vertical, orthogonal moment and horizontal, and torsion). This formulation allows it to be implemented in three-dimensional structural analysis programs. An example of this is given, with the analysis of a three-dimensional jack-up detailed." @default.
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- W45894019 date "2002-01-01" @default.
- W45894019 modified "2023-09-25" @default.
- W45894019 title "Three-dimensional numerical analysis of jack-up structures on sand" @default.
- W45894019 hasPublicationYear "2002" @default.
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