Section 9 Austenitic and duplex stainless steels
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Special Service Craft, July 2022 - Part 15 Piping Systems and Pressure Plant - Chapter 1 Piping Design Requirements - Section 9 Austenitic and duplex stainless steels

Section 9 Austenitic and duplex stainless steels

9.1 General

9.1.1 Stainless steels may be used for a wide range of services.

9.1.2 Austenitic and duplex stainless steels may be suitable for use at elevated temperatures. Application, environment, operating temperature and time at temperature must be considered in the choice of austenitic or duplex stainless steel grade.

9.1.3 For guidance on the use of austenitic and duplex stainless steels in sea water systems, see Pt 15, Ch 1, 16.3 Steel pipes 16.3.4.

9.1.4 The minimum thickness of stainless steel pipes is to be determined from the formula given in Pt 15, Ch 1, 5.1 General 5.1.2 or Pt 15, Ch 1, 5.1 General 5.1.3. Values of the 1,0 per cent proof stress and tensile strength of the material for use in the formula in Pt 15, Ch 1, 5.1 General 5.1.6 may be obtained from Table 6.5.2 Mechanical properties for acceptance purposes in Chapter 6 of the Rules for Materials.

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

Table 1.9.1 Minimum thickness for austenitic and duplex stainless steel pipes

Standard pipe sizes (outside diameter) Minimum nominal thickness
mm   mm 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.

9.1.6 Joints in stainless steel pipework may be made by any of the techniques described in Pt 15, Ch 1, 5.2 Steel pipe joints to 5.8.

9.1.7 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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