Abstract
When encountering pressure equipment with a structural defect such as a local thinning defect (LTA), a critical question often arises regarding the safety of continued operation. This is primarily determined by the strength at the LTA zone, as it represents the weakest point of the structure. The remaining strength factor (RSF) is proposed as an indicator to evaluate the remaining strength and life of pressure equipment when a severe LTA is identified. The API 579/ASME FFS standard offers a series of practical engineering approaches for field engineers to follow, which have achieved great success. However, it has been found that the simpler Level 1 and Level 2 approaches sometimes fail to differentiate between LTAs on the inner or outer surface of the pressure equipment, yielding identical numerical processes and results. Moreover, the use of critical thickness profiles to replace the actual thickness profile in analysis can lead to overly optimistic estimation of the RSF, posing a potential danger when the RSF is close to the allowable limit. Key issues investigated in this study include: (a) discrepancies caused by the use of simplified critical thickness profiles or parabolic profiles, as API 579 suggested, on the RSF; (b) differences in RSFs when the same LTA is on the inner and outer wall; and (c) comparisons of membrane stress and bending stress, as well as their influences on the RSF at the cross-section of the vessel wall. It can be concluded with certainty that all simplified geometries (CTP and PTP) tend to underestimate the RSF and should be used with caution. Additionally, the actual remaining strength of the outer LTA was found to be slightly lower than that of the inner LTA of identical size. Therefore, when remaining life and derating for prolonged operation are of interest, finite element analysis on pressure equipment with the LTA is recommended.
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More From: Journal of Loss Prevention in the Process Industries
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