RPRad
Mechanical
- Nov 12, 2009
- 65
Have vessel with an external ASME Section VIII Appendix 17 designed ss dimpled jacket assembly which is showing all the classic signs of age (30 yrs) with fatigue cracks developing at the toe of the condensate outlet nozzle, around some of the plug welds and at the jacket boundary welds. The jacket is operated at 60 psig Sat steam (designed for 100 psig)and very much in cyclic operation (2 hrs on, 1/2 hour off cycle repeated over a 24 hour period. The stainless steel jacket is approximately 0.070" thick, while I suppose there may be an SCC angle to this as well lets assume for the time being we are dealing with primarily a pure fatigue mechanism.
Obviously the end is near for this thing as the leaks will become more frequent, but as is typical the accountants need it to operate for another 2 - 3 years before they can come to terms with replacing the vessel. The standard way to repair is just to grind out the cracks best as possible and weld them up (using good welding practices etc) and hope for the best (which is dicey given the thin wall).
Anybody got any innovative ideas with regard to a longer term "temporary" repair of these types of problems or are we pretty much faced with chasing the cracks in the conventional manner.
That is to say for example: could you first repair a leaking plug weld and then weld a flat plate (2" dia)over the plug weld to act as secondary pressure boundary in the event it leaks again (ie assuming you could even get the regulatory authority to agree to it)? or would this just transfer the cyclic stress to the edge of the plate and then you would have created an even bigger mess.
Please dont tell me to junk it because that conversation has already been had.
Obviously the end is near for this thing as the leaks will become more frequent, but as is typical the accountants need it to operate for another 2 - 3 years before they can come to terms with replacing the vessel. The standard way to repair is just to grind out the cracks best as possible and weld them up (using good welding practices etc) and hope for the best (which is dicey given the thin wall).
Anybody got any innovative ideas with regard to a longer term "temporary" repair of these types of problems or are we pretty much faced with chasing the cracks in the conventional manner.
That is to say for example: could you first repair a leaking plug weld and then weld a flat plate (2" dia)over the plug weld to act as secondary pressure boundary in the event it leaks again (ie assuming you could even get the regulatory authority to agree to it)? or would this just transfer the cyclic stress to the edge of the plate and then you would have created an even bigger mess.
Please dont tell me to junk it because that conversation has already been had.