Available data for individual onshore plants suggests that in Western Europe, between 10 and 15% of pipework failures are caused by vibration induced fatigue while offshore, the Health & Safety Executive (HSE) reports than more than 20% of hydrocarbon leaks are caused by piping vibration and fatigue. This article by Neil Parkinson of AV Technology Ltd (AVT) explains the problems associated with pipework vibration and looks at some of the solutions.
In 2012, 431 serious offshore incidents were reported of which nearly 30 per cent involved hydrocarbon release. More than 50 of these incidents were classed as major, and in total 33 were attributed to pipework failure. Vibration-induced fatigue clearly represents a serious risk category, but how exactly were these pipelines broken?
If asked to break a paperclip, most people would probably bend it back and forth, or perhaps rub it against another surface until it wore through. One might pull it until it snaps, or use tools to cut it through. Although pipework is far larger and more complex, individual molecules of steel behave the same way in a pipeline as they do in a paperclip – pipelines can fail as easily as a paperclip can be broken.
Bending a paperclip back and forth has the same effect as low cycle fatigue in pipework, leading to vibration fatigue over time. Rubbing a paperclip to wear it down through friction is equivalent to fretting in pipework. Static overloads and pressure surges in pipelines are similar to pulling a paperclip until it snaps, while both can be subjected to mechanical damage.
Back-and-forth vibration of pipework is one of the most common causes of failure. Mechanical excitation, flow-induced pulsation, changes in surge or momentum, acoustic-induced vibration, or cavitation and flashing are all common vibration-induced failure mechanisms, but how much vibration is significant?
The Energy Institute (EI) publication ‘Guidelines for the Avoidance of Vibration Induced Fatigue Failure in Process Pipework’* contains an assessment chart to determine whether pipes are likely to suffer fatigue based on frequency and velocity of movement – and the levels for concern might be surprising. In fact, problematic vibration may not even be visible to the human eye. Even at dangerous levels, prolonged movements of only 0.5mm can produce fatigue failure.
For EI assessments, pipework movement must be measured in units of velocity at different frequencies. At 25Hz (1,500rpm) for example, pipework vibrating at 8mm per second would place it in the ‘concern’ range, while anything above 40mm/s is a definite problem.
Although vibration amplitudes are barely visible and velocities are relatively low, the cumulative effect over time can be significant – especially as problems can go unnoticed until a dangerous failure ‘suddenly’ occurs.
However, as vibration is well understood, fatigue failures are easily preventable with a range of retrofit solutions available for a host of applications.
As the solution to vibration depends on the excitation mechanism, thorough inspection in the form of qualitative assessment, visual inspection, and specialist measurement and predictive techniques must be undertaken before determining the corrective action.
The specialist measurement phase includes a variety of more in-depth tests from dynamic strain measurement and fatigue analysis to experimental modal analysis and operating deflection shape analysis, while engineers can also implement specialist predictive techniques, applying sophisticated tools and modelling to provide a more detailed assessment of the dynamics of specific pipelines throughout their lifecycles.
Although one solution to pipework fatigue is to remove the excitation mechanism altogether, this may be quite intrusive, requiring modification of the process conditions or the pipework geometry. As this disrupts production and may involve temporary shut-down, generally a non-intrusive retrofit solution is preferred as a means of providing increased resistance to vibration.
Some solutions can be very straightforward. For example, it is very common for pipelines to rest on supports without any additional protection against fretting damage, in which case a secondary ‘doubler’ plate can be installed for additional support and strength without modifying any processes.
However, unsuccessful or incomplete attempts at supporting pipework can result in no reduction of vibration or even an exacerbation of the problem. Small bore connections (SBCs) are frequently braced to the deck or nearby structures, for example, but to adequately counteract vibration they should in fact be braced back to the parent pipe. Bracing solutions can also be fitted in the wrong place, supporting the pipe itself rather than the main mass such as a valve, while poorly maintained bracing can loosen and return the pipework to its original level of excitation.
Another common mistake is to brace the pipework in only one plane, where vibration can cause movement in several directions. The most effective bracing system will be able to accommodate any geometric alignment of SBC, with a stiff truss design to resist movement on any plane. Similarly, for mainline pipes, visco-elastic dampers are effective in all degrees of freedom as they provide dynamic damping movement in all directions and over a wide frequency range.
Another option for mainline pipework is a dynamic vibration absorber, which when tuned to the same frequency and direction as the problem vibration, will resonate to the same level out-of-phase in order to cancel it out. This is especially useful if there is no steelwork nearby on which to attach a visco-elastic damper.
Although pipework vibration can be difficult to visually detect, knowledge of EI Guidelines and safe limits as well as an understanding of the most effective corrective actions can prevent the kind of vibration-induced pipework fatigue which can break a pipeline and hit the headlines.
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