1.1 Application
1.1.1
This section defines the procedure for a simplified stress assessment which
is to be used to evaluate the fatigue strength of the longitudinal stiffener end
connections.
1.1.2
The hot spot stress ranges and hot spot mean stresses in way of each end connection of
longitudinal stiffener, as shown in Figure 2 are to be evaluated at the flange of the
longitudinal stiffener in the following locations:
- Transverse webs or floors other than those located
- At transverse bulkhead including swash bulkhead of cargo hold or
- In way of stool, such that additional hot spot stress due to the
relative displacement is not to be considered.
- Transverse webs or floors located
Stress concentration factors due to unsymmetrical stiffener geometry according [5.1] and
due to the stiffener end connection geometry at point ‘A’ and ‘B’ according to [5.2] are
to be applied.
1.2 Assumptions
1.2.1
The following assumptions are made in the fatigue assessment for longitudinal stiffener
end connections:
- The hot spot stress is based on:
- Nominal stresses.
- Stress concentration factors given in [5].
- Loading conditions specified in Ch 9, Sec 1, [6].
- The longitudinal stiffener end connection types are described in [5.2].
1.2.2
The end connections given in [5.2] are based on typical joint geometry under axial and
lateral loadings. When a structural detail is different from those shown in Table 4, a
finite element analysis is to be used to demonstrate the adequacy of the detail in terms
of fatigue strength, according to [5.3].