Section 9 Stainless steel piping and components
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Naval Ships, January 2023 - Volume 2 Machinery and Engineering Systems - Part 7 Piping Systems - Chapter 1 Piping Design Requirements - Section 9 Stainless steel piping and components

Section 9 Stainless steel piping and components

9.1 General

9.1.1 Stainless steels may be used for a wide range of services and are particularly suitable for use at elevated temperatures. For guidance on the use of Austenitic steels in sea water systems, see Vol 2, Pt 7, Ch 1, 17.3 Steel pipes 17.3.4.

9.1.2 The minimum thickness of stainless steel pipes is to be determined from the formula given in Vol 2, Pt 7, Ch 1, 6.1 Wrought steel pipes and bends 6.1.3 or Vol 2, Pt 7, Ch 1, 6.1 Wrought steel pipes and bends 6.1.4 using a corrosion allowance of 0,8 mm. Values of the 1,0 per cent proof stress and tensile strength of the material for use in the formula in Vol 2, Pt 7, Ch 1, 6.1 Wrought steel pipes and bends 6.1.1 may be obtained from Table 6.5.2 Mechanical properties for acceptance purposesof the Rules for Materials.

9.1.3 Where stainless steel is used in lubricating oil and hydraulic oil systems, the corrosion allowance may be reduced to 0 mm. For pipes passing through tanks, an additional corrosion allowance is to be added to take account of external corrosion; the addition will depend on the external medium and the value is to be in accordance with Table 1.6.3 Values of c for steel pipes .

9.1.4 In no case is the thickness of stainless steel pipes to be less than that shown in Table 1.9.1 Minimum thickness for stainless steel pipes.

Table 1.9.1 Minimum thickness for stainless steel pipes

Standard pipe sizes,
(outside diameter),
in mm
Min.nominal
thickness
in mm
8,0 to 10,0 0,8
10,2 to 17,2 1,0
21,3 to 48,3 1,6
60,3 to 88,9 2,0
114,3 to 168,3 2,3
219,1     2,6
273,0     2,9
323,9 to 406,4 3,6
over 406,4   4,0
Note Diameters and thicknesses according to national or international standards may be accepted.

9.1.5 Joints in stainless steel pipework may be made by any of the techniques described in Vol 2, Pt 7, Ch 1, 5.2 Flange connections to Vol 2, Pt 7, Ch 1, 5.8 Welded sleeve joints.

9.1.6 Where pipework is butt welded, this should preferably be accomplished without the use of backing rings, in order to eliminate the possibility of crevice corrosion between the backing ring and pipe.


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