Fitness for Service Evaluation
Fitness for Service Evaluation
(OP)
How do you evaluate the fitness for service of a piping component that has localized wall thinning, not a crack? The wall thinning is a result of corrosion and flow accelerated corrosion.
Is there a method to determine the likelihood of a "break before leak" or "leak before break"?
Is there a method to determine the likelihood of a "break before leak" or "leak before break"?





RE: Fitness for Service Evaluation
After obtaining the thickness data and mapping the data relative to the circumference of the pipe, the rest of the evaluation is based on some type of stress calculations using FEA to determine leak before break. One method that I would suggest is using the API 579 Fitness for Service Guidelines. This is a rather comprehensive document that provides for fitness for service evaluation based on various damage mechanisms.
Local wall thinning is one that is discussed. The API-579 is rather detailed to follow, but it is an approach that you can hang your hat on to defend your decision. Other approaches would consider FEA analysis that could cost time and money. If it was me, and you are routinely involved with these types of fitness for service calcs, get yourself a copy of API 579.
RE: Fitness for Service Evaluation
Great site with lots of good info. Make sure you check their links page.