section 8 - assessment of metal loss - general
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8/13/2019 Section 8 - Assessment of Metal Loss - General
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Copyright 2005, TWI Ltd World Centre for Materials Joining TechnologyWorld Centre for Materials Joining Technology
Assessment of Metal LossAssessment of Metal Loss
GeneralGeneral
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IntroductionIntroduction
Some important conceptsSome important concepts
General (uniform) metal lossGeneral (uniform) metal loss
Locally thinned areas (LTAs)Locally thinned areas (LTAs)
Pitting metal lossPitting metal loss
Remediation & remaining lifeRemediation & remaining life
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Remaining strength factorRemaining strength factor
The RSF (remaining strength factor) is animportant concept in metal loss assessments.
RSF =
Plastic collapse load of adamage component
Plastic collapse load of aundamaged component
The RSF is not the same as a factor of safety
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Allowable RSFAllowable RSF
The RSFa (allowable remaining strength factor)is a function of the allowable stress and designcriteria of the construction code
Lower allowable stresses and conservativedesign rules result in a lower RSFa.
Recommended RSFa is 0.9 (for ASME B&PVpressure equipment in API RP 579)
A RSFa 0.9 implies that a component containinga flaw can be no less that 90% of the strength inthe as-built condition
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Future Corrosion AllowanceFuture Corrosion Allowance
FCA = future corrosion allowanceFCA = future corrosion allowance
As the name states this variable is theAs the name states this variable is theallowance for further metal loss. This isallowance for further metal loss. This is
usually set by examining inspectionusually set by examining inspection
records and determining the metal lossrecords and determining the metal loss
expected over proposed future lifeexpected over proposed future life
expectancyexpectancy
Care should be taken as not all corrosionCare should be taken as not all corrosionrates are linearrates are linear
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Thickness informationThickness information
Generally two different thicknessGenerally two different thickness
measurement results:measurement results:
Point readings, manual ultrasonics with aPoint readings, manual ultrasonics with a
matrix of pointsmatrix of points Detailed manual or auto/scannedDetailed manual or auto/scanned
ultrasonicsultrasonics
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Metal loss assessmentMetal loss assessment
Most assessment proceduresMost assessment procedures
assume smooth metal lossassume smooth metal loss
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Metal loss assessmentMetal loss assessment
Most assessment procedures are vagueMost assessment procedures are vague
or do not cover metal loss at weldsor do not cover metal loss at welds
Lack of side wall fusion
May have been safe as anembedded flaw.
If metal loss exposes it tothe surface:
Now a surface breakingflaw Stress at crack now higherdue to reduction in area
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Metal loss assessmentMetal loss assessment
Thus, level 1 and 2 procedures have theThus, level 1 and 2 procedures have the
following applicability:following applicability:
Equipment is designed and constructedEquipment is designed and constructed
to a recognised standardto a recognised standard
No creep, fatigue or crackNo creep, fatigue or crack--like flawslike flaws
Metal loss has smooth contoursMetal loss has smooth contours
ClosedClosed--form design equation whichform design equation which
relates pressure to thicknessrelates pressure to thickness
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General (Uniform) Metal LossGeneral (Uniform) Metal Loss
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General metal lossGeneral metal loss
The general metal loss procedure is in APIThe general metal loss procedure is in API
579 Section 4579 Section 4
The procedure is based on a thicknessThe procedure is based on a thickness
averaging approach with code rules toaveraging approach with code rules to
determine acceptabilitydetermine acceptability
The code rules are for ASME and APIThe code rules are for ASME and API
equipmentequipment
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General metal lossGeneral metal loss
For the thickness readings the coefficientFor the thickness readings the coefficient
of variation is calculated (COV)of variation is calculated (COV)
Averagethickness
Averagethickness
Standard deviationStandard deviation
COV =COV =Standard deviationStandard deviation
Average thicknessAverage thickness
FrequencyFrequency
Depth
ofreading
Depth
ofreading
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General metal lossGeneral metal loss
If the COV is less than 10% then it is classed asIf the COV is less than 10% then it is classed as
uniform metal loss, else its nonuniform metal loss, else its non--uniform loss anduniform loss and
the thickness averaging approach (section 4) orthe thickness averaging approach (section 4) or
section 5 local metal loss or a level 3 analysissection 5 local metal loss or a level 3 analysisshould be used.should be used.
level 1 assessment:level 1 assessment:
If minimum required thickness (tIf minimum required thickness (tminmin) to code) to code
calculation is less than or equal to averagecalculation is less than or equal to average
thickness (tthickness (tamam) minus the FCA then the metal loss) minus the FCA then the metal loss
is acceptableis acceptable
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General metal lossGeneral metal loss
Level 2 assessment:Level 2 assessment:
Similar to level 1 except tSimilar to level 1 except tminmin is adjustedis adjusted
by using theby using the RSFRSFaa (0.9)(0.9)
Limits of applicability:Limits of applicability:
0.5t0.5tminmin or 0.1 inches (2.5mm)or 0.1 inches (2.5mm)
Not close to a structural discontinuityNot close to a structural discontinuity
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General metal lossGeneral metal loss
Level 3 assessment:Level 3 assessment:
Finite element analysis either elastic orFinite element analysis either elastic orelasticelastic--plasticplastic
No limitations e.g. can include fatigueNo limitations e.g. can include fatigue
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General metal loss - exampleGeneral metal loss - example
Corrosion on a cylindrical section of pressureCorrosion on a cylindrical section of pressure
vessel has been found during an inspection.vessel has been found during an inspection.
The vessel was designed and constructed toThe vessel was designed and constructed to
the ASME B&P VIII division I. Evaluate if thethe ASME B&P VIII division I. Evaluate if the
vessel is fitvessel is fit--forfor--service.service.
Design Conditions = 300 psig @ 350Design Conditions = 300 psig @ 350ooFF
Inside Diameter = 48 inchesInside Diameter = 48 inches
Nominal Thickness = 0.75 inchesNominal Thickness = 0.75 inches
Future Corrosion Allowance = 0.10 inchesFuture Corrosion Allowance = 0.10 inches
Material = SA 516 Grade 70 (S = 17500 psi @Material = SA 516 Grade 70 (S = 17500 psi @
temperature)temperature)
Weld Joint Efficiency = 0.85Weld Joint Efficiency = 0.85
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General metal loss - exampleGeneral metal loss - example
Units in inches standard deviation is 0.0144
O'clock
0 10 20 30 40 50 60 70
0 0.559 0.555 0.576 0.551 0.552 0.547 0.552 0.578
1.5 0.589 0.584 0.560 0.581 0.549 0.545 0.551 0.574
3 0.568 0.547 0.568 0.573 0.582 0.564 0.555 0.547
4.5 0.570 0.586 0.583 0.580 0.560 0.587 0.547 0.548
6 0.586 0.584 0.561 0.572 0.562 0.567 0.590 0.569
7.5 0.591 0.558 0.554 0.579 0.577 0.570 0.546 0.587
9 0.547 0.590 0.555 0.583 0.566 0.570 0.555 0.565
10.5 0.570 0.560 0.555 0.562 0.570 0.568 0.547 0.587
Distance along shell in inches