4.27
Limit state design for novel concepts
4.27.1 Cargo containment systems that are of a novel
configuration that cannot be designed using sections 4.21 to 4.26 shall be designed
using this section and parts A and B of this chapter, and also parts C and D, as
applicable. Cargo containment system design according to this section shall be based
on the principles of limit state design which is an approach to structural design
that can be applied to established design solutions as well as novel designs. This
more generic approach maintains a level of safety similar to that achieved for known
containment systems as designed using 4.21 to 4.26.
4.27.2.1 The limit state design is a systematic
approach where each structural element is evaluated with respect to possible failure
modes related to the design conditions identified in 4.3.4. A limit state can be
defined as a condition beyond which the structure, or part of a structure, no longer
satisfies the requirements.
4.27.2.2 For each failure mode, one or more limit
states may be relevant. By consideration of all relevant limit states, the limit
load for the structural element is found as the minimum limit load resulting from
all the relevant limit states. The limit states are divided into the three following
categories:
-
.1 Ultimate limit states (ULS),
which correspond to the maximum load-carrying capacity or, in some cases, to
the maximum applicable strain or deformation; under intact (undamaged)
conditions.
-
.2 Fatigue limit states (FLS),
which correspond to degradation due to the effect of time varying (cyclic)
loading.
-
.3 Accident limit states (ALS),
which concern the ability of the structure to resist accidental
situations.
4.27.3 The procedure and relevant design parameters of
the limit state design shall comply with the Standards for the Use of limit state
methodologies in the design of cargo containment systems of novel configuration (LSD
Standard), as set out in appendix 5.