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Chloride-Induced Stress Corrosion Cracking (CISCC) of Strain-Hardened Type 304 Stainless Steel Bolts

Country: ---

Location: OFFSHORE : Floating Production Storage Unit

Incident Date: ---   Time: ---

Type of Activity: Maintenance, inspection, testing

Type of Injury: ---

Function: ---


A number of strain-hardened, Type 304 stainless steel bolts, (ASTM A193 B8, Class 2) failed unexpectedly at an offshore facility during a pneumatic leak test of gas piping exiting a test separator. The bolts that failed were operating at temperatures below 50C. The failure has been attributed to chloride-induced stress corrosion cracking (CISCC).

Strain-hardening austenitic stainless steel nuts and bolts to increase their strength may increase their sensitivity to CISCC and reduce their safe upper temperature limit. Other factors such as aggressive environments (e.g. offshore and coastal facilities and areas exposed to wet deluge testing) and increased stress / strain may also increase susceptibility to CISCC.

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The intent of this Externally Shared Learning is to help mitigate the risk of such failures occurring elsewhere in new or existing facilities by highlighting the following, for consideration:

  • Due to external threats, Type 304/304L stainless steel nuts and bolts are typically not recommended for use offshore or at non-cryogenic onshore coastal facilities.
  • Low alloy steel bolting or corrosion resistant alloy (CRA) bolts are suggested for flanged connections between CRAs (with low alloy steel bolting being preferred).

Corrective Actions and Recommendations:

What might you want to consider?

  1. Desk Top Review
    Consider undertaking a desktop review to identify the number and location of Type 304/304L(B8) stainless steel nuts and bolts in hydrocarbon systems which are exposed to the marine / coastal environment and / or wet deluge testing. During this consider noting any reference to B8 Class 2 bolting, (ASTM A193 B8 Class 2, or ASTM A320 Class 2), strain-hardened or cold worked material.
  2. Visual Survey
    Consider conducting a visual survey to confirm the number and location of the nuts and bolts identified through the desktop review.
  3. Replacement Plan
    Consider developing a prioritized plan to replace the nuts and bolts identified above with suitable nuts and bolts. These may include low alloy steel bolting or corrosion resistant alloy (CRA) bolts for flanged connections between CRAs.
  4. Update Piping Specification Documentation
    Consider updating each facilitys piping specification documentation to reflect the changes to the nuts and bolts which are installed on that facility.
  5. Dispose of Inventory
    Consider arranging for the disposal of all Type 304/304L nuts and bolts held in storage, both on site and off site.


Safety Alert number: 297
IOGP Safety Alerts http://safetyzone.iogp.org/

Disclaimer

Whilst every effort has been made to ensure the accuracy of the information contained in this publication, neither the IOGP nor any of its members past present or future warrants its accuracy or will, regardless of its or their negligence, assume liability for any foreseeable or unforeseeable use made thereof, which liability is hereby excluded. Consequently, such use is at the recipient's own risk on the basis that any use by the recipient constitutes agreement to the terms of this disclaimer. The recipient is obliged to inform any subsequent recipient of such terms.
This document may provide guidance supplemental to the requirements of local legislation. Nothing herein, however, is intended to replace, amend, supersede or otherwise depart from such requirements. In the event of any conflict or contradiction between the provisions of this document and local legislation, applicable laws shall prevail.


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