Selective Seam Weld Corrosion – How Big is the Problem?

Michael Uloko, BSc, MSc
Senior Engineer II (Pipeline)
Kiefner and Associates, Inc.

 

What Is Selective Seam Weld Corrosion

Selective seam weld corrosion (SSWC) is a type of corrosion that affects the bondline region and heat affected zone (HAZ) of the longitudinal seam of a pipeline forming grooves in the seam.  The term “selective” refers to the preferential attack of the weld zone rather than the adjacent base metal. SSWC can be internal or external, and has been reported in both gas and liquid pipelines. This type of corrosion has been observed mostly in older vintage pipes, particularly those manufactured prior to 1970 and manufactured using direct-current electric resistance welding (DC-ERW), low-frequency electric resistance welding (LF-ERW), and flash welding.  The following figures show metallographic sections of some welds affected by SSWC.

Research has shown that a number of factors may be responsible for promoting SSWC, among them are the following [1], [2] : a) galvanic reaction between the base metal and the seam weld; b) differences in corrosion rates for different steel phases; c) inclusions and chemistry segregation in the weldment; d) crevices formed between inclusions and steel; e) sulfur enrichment; and f) absence of post-weld normalizing heat treatment (PWHT).  These factors are related mainly to the limitation in technology and quality control processes employed in pipe manufacturing methods during the pre-1970 era. Many of the issues that rendered older vintage pipes susceptible to this threat were eliminated when pipe manufacturers began to switch from DC- or LF-ERW to a high frequency ERW (HF-ERW), most of which occurred between 1960 and 1970. Also, PWHT of ERW seams was introduced into both API specification 5L and 5LX in March 1967 which led to improvement in the quality of the weld zone by minimizing hard micro structures and reduced susceptibility of ERW seams to SSWC threat. This is not suggesting that all seams produced using HF-ERW are not susceptible to this threat.  A study completed by Kiefner and Associates, Inc. (Kiefner) for DOT PHMSA [3]  shows that in-service failures in HF-ERW due to SSWC have been reported as well. However, occurrences of release incidents due to this threat in HF-ERW are not as common as in DC- and LF-ERW seams. Where SSWC has been reported in HF-ERW seam it has been mostly limited to pipe seams produced prior to 1985, or with high sulfur content exceeding 0.01% and carbon content greater than 0.1 by weight. [4]

The fact that SSWC is prevalent in seams produced in a particular era under similar coating and CP conditions suggests that it is driven, not only by classic corrosion mechanisms, but also by the properties of the seam material which renders it more susceptible to this threat. This implies that SSWC is a form of threat interaction between a “corrosion mechanism” and a “defective pipe seam”.  Integrity management principles require that the operator consider integrity threat interaction. Where a lack of effective corrosion control exists simultaneously with a susceptible seam, the likelihood of a failure is significantly greater. Therefore any strategy developed to identify the presence, susceptibility and mitigation of SSWC threat must address these two important causative factors.

Analysis of DOT Reportable Incidents

It is important to understand the significance of this threat in the broader context of other pipeline threats. A useful way to evaluate this is to examine the relative number of incidents caused by this threat relative to other known interacting threats.

The Pipeline Hazardous Material Safety Administration (PHMSA) reportable incident database contains failure data for liquid and gas pipelines in the United States. [5] In 2016, Kiefner completed a research study for PHMSA with the objectives of enhancing understanding of interacting threats to pipeline integrity and minimizing the risk of incidents from threat interactions. This study examined incidents reported to PHMSA that were caused by interacting threat situations recognized in ASME B31.8S, API 1160, as well as other industry literature. 4, Kiefner reviewed 8, 468 incidents in hazardous liquid pipelines recorded from 1986 to 2015, out of which 527 incidents (approximately 6%), were attributed to interacting threats. Two thousand seven hundred and sixteen incidents in gas pipelines documented during the period between 1985 and 2015 were also reviewed; of these, 306 incidents, approximately 12%, involved threat interactions. The figure below shows 16 of the 23 identified threat interactions, including SSWC, responsible for most (over 75%) of the releases documented in PHMSA’s incident database.


External and internal corrosion interacting with a longitudinal defective pipe seam (DPS) accounted for less than 10% of the incidents caused by threat interactions (Figure 2) and less than 1% of the total incidents evaluated. Most of the incidents caused by SSWC involved external corrosion (less than 6% of interacting threat incidents) compared to less than 2% involving internal corrosion. This suggests that implementing effective external corrosion control would significantly reduce the threat from SSWC. On account of the PHMSA incident data alone, it appears that SSWC is probably not a significant threat of concern. However, relying on these incident data alone in determining the significance of SSWC may not fully represent the broader risk posed by this threat. It should be noted that SSWC is a time-dependent threat, as such the potential risk of failure from this threat increases overtime where the pipeline is experiencing degradation due to this threat. Secondly, the presence of SSWC creates weaknesses in the pipe that render it susceptible to failure from other threats such as third party and incorrect operation, to name a couple. Considering that around 80% of the more than 2.5 million miles of pipelines currently installed in the Unites States were installed prior to 1970, it is prudent for operators to address this threat as well as other interacting threats in their Integrity Management Plan (IMP). The apparent low number of incidents from SSWC may be due in the most part to protection offered by coating and cathodic protection (CP) against corrosion. Industry experience has shown that some of the older pipelines may not be coated which, if there is disruption to CP, may expose these lines to this threat. Early coating types installed on vintage lines such as tape and asphalt enamel coating may disbond overtime, and in addition to their CP shielding behavior once disbonded, would render pipes vulnerable to SSWC threat even if the potential readings from existing CP system appear to meet the criteria stipulated by the National Association of Corrosion Engineers (NACE) and regulatory guidelines for adequate CP.

Integrity Implications of SSWC

The interacting nature of SSWC threat presents an elevated risk for a number of reasons a) the localized corrosion typically occurs at a faster rate, of between 2 to 4 times the rate on base metal (or pipe body); b) pipe seams produced by DC- and LF-ERW generally tend to exhibit low toughness which could potentially lead to failure at lower stress levels; c) failure in low toughness seams, which is characteristic of DC- and LF-ERW seams,  could result in a rupture; d) SSWC could interact with stable manufacturing seam flaws such as lack of fusion to cause a failure where one would otherwise not have occurred in the absence of the SSWC; e) SSWC features are axially oriented and may be difficult to find with a conventional magnetic flux leakage (MFL) tool and, where detected, may be difficult to characterize.

While the grooves caused by SSWC are not as narrow as the separation planes of actual cracks, they may be narrow enough (crack-like) to produce integrity effects similar to cracks.

Managing the Threat from Selective Seam Weld Corrosion

Strategies for managing an SSWC threat will be discussed in a subsequent blog. However, a brief comment regarding the management of this threat is useful. Industry standards such as API 1160 provide useful guidelines for managing SSWC threats. The first step to controlling an SSWC threat is to determine whether your pipeline asset could potentially contain pipe seams that could be susceptible to it. This is consistent with new regulations that promote early identification and repair.[6] Where underlying data support potential susceptibility, the operator may need to conduct field investigations or laboratory tests on pipe samples to verify the presence of SSWC. Some of these tests may need to be conducted opportunistically when a section of the pipeline is excavated for in-situ integrity verifications or where pipe joints are removed from the pipeline for laboratory testing. Where there is evidence that SSWC exists, or is suspected, a comprehensive strategy for mitigation will be required.

Kiefner has been involved in several leading industry studies that have provided better understanding of the significance and control of this threat. Our experts have extensive experience supporting pipeline operators in developing strategies for determining their assets’ potential susceptibility to SSWC, conducting tests on pipe samples to evaluate the presence and significance of SSWC identified, as well as developing strategies for managing the integrity of pipelines susceptible to this threat.


[1] Brossia, S., “Selective Seam Weld Corrosion Literature Review”, DNV Report to PHMSA, April 2012.
[2] Lukezich, S., “Susceptibility of Modern ERW Pipe to Selective Weld Seam Corrosion in Wet Environments”, Project PR-15-9306, Cat No: L51775, February 1998.
[3] Kiefner, J. and Kolovich, K., “ERW and Flash Weld Seam Failures”, Final Report Prepared by Kiefner & Associates, Inc. for Battelle, Final Report No: 12-139, Task 1.4, September 24, 2012.
[4] Kiefner Task III.B.3 Final Report, “DTPH56-14-H-0004 Improving Models to Consider Complex Loadings, Operational Considerations, and Interactive Threats”, Final Report No. 16-228, December 30, 2016.
[5] www.phmsa.dot.gov
[6] https://primis.phmsa.dot.gov/comm/FactSheets/FSSelectiveSeamCorrosion.htm

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