5.11.1 Piping scantlings. Piping systems shall
be designed in accordance with recognized standards.
5.11.2.1 The following criteria shall be used
for determining pipe wall thickness.
5.11.2.2 The wall thickness of pipes shall not
be less than:
where:
t0
|
= |
theoretical thickness, determined by the following formula: |
-
-
with:
-
P
|
= |
design
pressure (MPa) referred to in 5.4; |
-
D
|
= |
outside
diameter (mm); |
-
K
|
= |
allowable
stress (N/mm²) referred to in 5.11.3; |
-
e
|
= |
efficiency
factor equal to 1 for seamless pipes and for longitudinally or spirally
welded pipes, delivered by approved manufacturers of welded pipes,
that are considered equivalent to seamless pipes when non-destructive
testing on welds is carried out in accordance with recognized standards.
In other cases, an efficiency factor of less than 1, in accordance
with recognized standards, may be required, depending on the manufacturing
process; |
b
|
= |
allowance
for bending (mm). The value of b shall be chosen so that the calculated
stress in the bend, due to internal pressure only, does not exceed
the allowable stress. Where such justification is not given, b shall
be: |
-
-
with:
-
r
|
= |
mean
radius of the bend (mm); |
c
|
= |
corrosion
allowance (mm). If corrosion or erosion is expected, the wall thickness
of the piping shall be increased over that required by other design
requirements. This allowance shall be consistent with the expected
life of the piping; and |
a
|
= |
negative
manufacturing tolerance for thickness (%). |
5.11.2.3 The minimum wall thickness shall be in
accordance with recognized standards.
5.11.2.4 Where necessary for mechanical strength
to prevent damage, collapse, excessive sag or buckling of pipes due
to superimposed loads, the wall thickness shall be increased over
that required by 5.11.2.2 or, if this is impracticable or would cause
excessive local stresses, these loads may be reduced, protected against
or eliminated by other design methods. Such superimposed loads may
be due to: supporting structures, ship deflections, liquid pressure
surge during transfer operations, the weight of suspended valves,
reaction to loading arm connections, or otherwise.
5.11.3.1 For pipes, the allowable stress K referred
to in the formula in 5.11.2 is the lower of the following values:
where:
Rm
|
= |
specified minimum tensile strength at room temperature (N/mm²);
and |
Re
|
= |
specified minimum yield stress at room temperature (N/mm²).
If the stress-strain curve does not show a defined yield stress, the
0.2% proof stress applies. |
The values of A and B shall be shown on the International
Certificate of Fitness for the Carriage of Liquefied Gases in Bulk
required in 1.4.4, and have
values of at least A = 2.7 and B = 1.8.
5.11.4
High-pressure gas fuel outer
pipes or ducting scantlings
In fuel gas piping systems of design pressure greater than
the critical pressure, the tangential membrane stress of a straight
section of pipe or ducting shall not exceed the tensile strength divided
by 1.5 (Rm
/1.5) when subjected to the design
pressure specified in 5.4. The pressure ratings of all other piping
components shall reflect the same level of strength as straight pipes.
When the design temperature is -110°C or lower, a complete
stress analysis, taking into account all the stresses due to the weight
of pipes, including acceleration loads if significant, internal pressure,
thermal contraction and loads induced by hog and sag of the ship for
each branch of the piping system shall be submitted to the Administration.
For temperatures above -110°C, a stress analysis may be required
by the Administration in relation to such matters as the design or
stiffness of the piping system and the choice of materials. In any
case, consideration shall be given to thermal stresses even though
calculations are not submitted. The analysis may be carried out according
to a code of practice acceptable to the Administration.
5.11.6
Flanges, valves and fittings
5.11.6.1 Flanges, valves and other fittings shall
comply with recognized standards, taking into account the material
selected and the design pressure defined in 5.4. For bellows expansion
joints used in vapour service, a lower minimum design pressure may
be accepted.
5.11.6.2 For flanges not complying with a recognized
standard, the dimensions of flanges and related bolts shall be to
the satisfaction of the Administration or recognized organization
acting on its behalf.
5.11.6.3 All emergency shutdown valves shall be of the
"fail-closed" type (see 5.13.1.1 and 18.10.2).
5.11.6.4 The design and installation of expansion
bellows shall be in accordance with recognized standards and be fitted
with means to prevent damage due to over-extension or compression.
5.11.7
Ship's cargo hoses
5.11.7.1 Liquid and vapour hoses used for cargo
transfer shall be compatible with the cargo and suitable for the cargo
temperature.
5.11.7.2 Hoses subject to tank pressure, or the
discharge pressure of pumps or vapour compressors, shall be designed
for a bursting pressure not less than five times the maximum pressure
the hose will be subjected to during cargo transfer.
5.11.7.3 Each new type of cargo hose, complete
with end-fittings, shall be prototype-tested at a normal ambient temperature,
with 200 pressure cycles from zero to at least twice the specified
maximum working pressure. After this cycle pressure test has been
carried out, the prototype test shall demonstrate a bursting pressure
of at least 5 times its specified maximum working pressure at the
upper and lower extreme service temperature. Hoses used for prototype
testing shall not be used for cargo service. Thereafter, before being
placed in service, each new length of cargo hose produced shall be
hydrostatically tested at ambient temperature to a pressure not less
than 1.5 times its specified maximum working pressure, but not more
than two fifths of its bursting pressure. The hose shall be stencilled,
or otherwise marked, with the date of testing, its specified maximum
working pressure and, if used in services other than ambient temperature
services, its maximum and minimum service temperature, as applicable.
The specified maximum working pressure shall not be less than 1 MPa
gauge.