asme sección viii d1 non mandatory appendices e

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  • 8/13/2019 ASME Seccin VIII D1 Non Mandatory Appendices E

    1/1

    APPENDIX E

    SUGGESTED GOOD PRACTICE REGARDING

    CORROSION ALLOWANCE1

    E-1

    From the standpoint of corrosion, pressure vessels

    may be classified under one of the following groups:

    (1) vessels in which corrosion rates may be defi-

    nitely established from information available to the

    designer regarding the chemical characteristics of thesubstances they are to contain. Such information may,

    in the case of standard commercial products, be obtained

    from published sources, or, where special processes are

    involved, from reliable records compiled from results

    of previous observations by the user or others under

    similar conditions of operation.

    (2) vessels in which corrosion rates, while known

    to be relatively high, are either variable or indeterminate

    in magnitude;

    (3) vessels in which corrosion rates, while indeter-

    minate, are known to be relatively low;

    (4) vessels in which corrosion effects are knownto be negligible or entirely absent.

    E-2

    When the rate of corrosion is closely predictable,

    additional metal thickness over and above that required

    for the initial operating conditions should be provided,

    which should be at least equal to the expected corrosion

    loss during the desired life of the vessel.

    E-3

    When corrosion effects are indeterminate prior to

    design of the vessel, although known to be inherent

    1 When using high alloys and nonferrous materials either for solidwall or clad or lined vessels, refer to UHA-6, UCL-3, and UNF-4,as appropriate.

    504

    to some degree in the service for which the vessel is

    to be used, or when corrosion is incidental, localized,

    and/or variable in rate and extent, the designer must

    exercise his best judgment in establishing a reasonable

    maximum excess shell thickness. This minimum allow-

    ance may, of course, be increased according to the

    designers judgment.

    E-4

    When corrosion effects can be shown to be negligible

    or entirely absent, no excess thickness need be provided.

    E-5

    When a vessel goes into corrosive service without

    previous service experience, it is recommended that

    service inspections be made at frequent intervals until

    the nature and rate of corrosion in service can be

    definitely established. The data thus secured should

    determine the subsequent intervals between service in-

    spections and the probable safe operating life of the

    vessel.

    E-6

    For parts which are essential to vessel strength such

    as stiffener rings, the attachment of the part to the

    shell must provide adequate corrosion allowance or

    protection to assure the required strength throughout

    the service life. Some attachments, such as intermittent

    welds, require protection on both face and root sides;

    alternatively, continuous welds or a suitably sized seal

    weld between the strength welds will provide protection

    for the root side.

    merican Society of Mechanical EngineersYRIGHT American Society of Mechanical Engineersensed by Information Handling Services