5.1 General
5.1.1 The fine mesh detailed stress analysis is to be carried out for
all FE load combinations applied to the corresponding cargo hold analysis.
5.2 Application of loads and boundary conditions
5.2.1 General
Where a separate local model is used for the fine mesh detailed stress
analysis, the nodal displacements from the cargo tank model are to be applied to the
corresponding boundary nodes on the local model as prescribed displacements.
Alternatively, equivalent nodal forces from the cargo tank model may be applied to the
boundary nodes.
Where there are nodes on the local model boundaries which are not coincident
with the nodal points on the cargo tank model, it is acceptable to impose prescribed
displacements on these nodes using multi-point constraints. The use of linear
multi-point constraint equations connecting two neighbouring coincident nodes is
considered sufficient.
All local loads, including any loads applied for hull girder bending moment
and/or shear force adjustments, in way of the structure represented by the separate
local finite element model are to be applied to the model.