5.1.1 Subject to the conditions stated in Ch 1, 5.1 Piping scantlings the wall thickness (t) of pipes shall not be less
than:
where:
t0
|
= |
theoretical thickness |
= |
|
P |
= |
design pressure (MPa) referred to in Ch 1, 5.1 Piping scantlings
|
D |
= |
outside diameter (mm) |
K |
= |
allowable stress (N/mm2) referred to in Ch 1, 5.1 Piping scantlings
|
e |
= |
efficiency factor equal to 1.0 for seamless pipes and for
longitudinally or spirally welded pipes, delivered by approved manufacturers of
welded pipes, which 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 1.0, 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 not less
than: |
= |
|
r |
= |
mean radius of the bend (mm). |
c |
= |
corrosion allowance (mm). If corrosion or erosion is expected, the wall
thickness of piping shall be increased over that required by the other design
requirements. |
a |
= |
negative manufacturing tolerance for thickness (%). |
5.1.2 The design pressure P in the formula for to in Ch 1, 5.1 Piping scantlings is the maximum gauge pressure to which the system
may be subjected in service, taking into account the highest set pressure on any relief
valve on the system.
5.1.3 Piping and piping-system components which are not protected by
a relief valve, or which may be isolated from their relief valve, shall be designed for at
least the greatest of:
-
for piping systems or components, which may contain some liquid, the
saturated vapour pressure at 45°C;
-
the pressure setting of the associated pump discharge relief valve;
-
the maximum possible total pressure head at the outlet of the associated
pumps when a pump discharge relief valve is not installed.
5.1.4 The design pressure shall not be less than 1 MPa gauge except
for open-ended lines, where it shall be not less than 0.5 MPa gauge.
5.1.5 For pipes, the allowable stress K to be considered in the
formula for to in Ch 1, 5.1 Piping scantlings is the lower of the following values:
where:
Rm
|
= |
specified minimum tensile strength at ambient temperature
(N/mm2) |
Re
|
= |
specified minimum yield stress at ambient temperature
(N/mm2). If the stress-strain curve does not show a defined yield stress,
the 0.2% proof stress applies. |
- A and B shall have values of at least A = 2.7 and B = 1.8.
5.1.6.1 The minimum wall thickness shall be in accordance with
recognized standards.
LR 5.1(a) The nominal thickness of steel pipes is to be not less than shown in Table 12.2.4 Minimum thickness for steel
pipes in Pt 5, Ch 12 of the Rules for Ships.
LR 5.1(b) Stainless steel pipes will receive special consideration.
5.1.6.2 Where necessary for mechanical strength to prevent damage,
collapse, excessive sag or buckling of pipes due to weight of pipes and content and to
superimposed loads from supports, ship deflection or other causes, the wall thickness shall
be increased over that required by Ch 1, 5.1 Piping scantlings or, if this is impracticable or would cause
excessive local stresses, these loads shall be reduced, protected against or eliminated by
other design methods.
5.1.6.3 Flanges, valves and other fittings shall be in accordance with
recognized standards, taking into account the design pressure defined under Ch 1, 5.1 Piping scantlings.
5.1.6.4 For flanges not complying with a standard, the dimensions for
flanges and associated bolts shall be to the satisfaction of the Administration.