4.4.7.1 The effects of all
static and dynamic loads should be considered to determine the suitability
of the tank with respect to:
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fatigue failure
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crack propagation from
both free and supported surfaces
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adhesive and cohesive
strength
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compressive, tensile
and shear strength.
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Statistical wave load analysis in accordance
with 4.3.4, finite element analysis
or similar methods and fracture mechanics analysis or an equivalent
approach should be carried out.
4.4.7.2.1 Special attention
should be given to crack resistance and to deflections of the inner
hull or independent tank structure and their compatibility with the
insulation materials. A three-dimensional structural analysis should
be carried out to the satisfaction of the Administration. This analysis
is to evaluate the stress levels and deformations contributed either
by the inner hull or by the independent tank structure or both and
should also take into account the internal pressure as indicated in 4.3.2. Where water ballast spaces are adjacent
to the inner hull forming the supporting structure of the internal
insulation tank, the analysis should take account of the dynamic loads
caused by water ballast under the influence of ship motions.
4.4.7.2.2 The allowable
stresses and associated deflections for the internal insulation tank
and the inner hull structure or independent tank structure should
be determined in each particular case.
4.4.7.2.3 Thicknesses of
plating of the inner hull or of an independent tank should at least
comply with the requirements of Recognized Standards, taking into
account the internal pressure as indicated in 4.3.2. Tanks constructed of plane surfaces should at least comply
with Recognized Standards for deep tanks.
4.4.7.3 A complete analysis
of the response of ship, cargo and any ballast to accelerations and
motions in irregular waves of the particular ship should be performed
to the satisfaction of the Administration unless such analysis is
available for a similar ship.
4.4.7.4.1 In order to confirm
the design principles, prototype testing of composite models including
structural elements should be carried out under combined effects of
static, dynamic and thermal loads.
4.4.7.4.2 Test conditions
should represent the most extreme service conditions the cargo containment
system will be exposed to during the lifetime of the ship, including
thermal cycles. For this purpose, 400 thermal cycles are considered
to be a minimum, based upon 19 round voyages per year; where more
than 19 round voyages per year are expected, a higher number of thermal
cycles will be required. These 400 thermal cycles may be divided into
20 full cycles (cargo temperature to 45°C) and 380 partial cycles
(cargo temperature to that temperature expected to be reached in the
ballast voyage).
4.4.7.4.3 Models should
be representative of the actual construction including corners, joints,
pump mounts, piping penetrations and other critical areas, and should
take into account variations in any material properties, workmanship
and quality control.
4.4.7.4.4 Combined tension
and fatigue tests should be carried out to evaluate crack behaviour
of the insulation material in the case where a through crack develops
in the inner hull or independent tank structure. In these tests, where
applicable the crack area should be subjected to the maximum hydrostatic
pressure of the ballast water.
4.4.7.5 The effects of fatigue loading should be determined
in accordance with 4.4.5.6 or by an equivalent method.
4.4.7.6 For internal insulation
tanks, repair procedures should be developed during the prototype
testing programme for both the insulation material and the inner hull
or the independent tank structure.