the better way about pitting analyze and to get a right decision is to contact a corrosion engineer to evaluate area according with visual and ultrasonic testing report- he will calculate base on remaining thickness, length, material spec, operation pressure, safety factor the corrosion allowance and the remaining strength of material for corroded subject (api 31G).....other is to calculate all above according API 579.....
regads
On Wed, Jan 20, 2010 at 11:45 PM, michael lawrence <michael@lawrence2227.fsworld.co.uk> wrote:
dear sir anything biger than the calaberation notch wich is 1mm is a defect and i do believe it would be down to the welding engineer to make a desision as to wether or not to use the elbow i do bilieve that there is no specific area as to how much pitting would b allowed the decision would be yes or no or can the pitting b eliminated i.e repair welded as a welding inspector i would have some idea as to wether or not it way be used but would hafto come from a engineer and depending on what product would be going through the materialregardsmike.Sent: Wednesday, January 20, 2010 9:52 AMSubject: [MW:4105] Pitting acceptance criteriaDear all,We received one 40" elbow (ASME 16.9) ASTM A 860 material having so much pitting on full external surface. Which standard we can refer for the acceptance criteria?I referred in ASTM A 860, its talks about only depth of surface discontinuity(5% of the nominal thickness), there is no detail about the area of the pitting allowance.Please help me on this issue. Very urgentRegards,Gulam Kader
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