Publication:
Effect of Pitting on the Yield Strength and Elastic Modulus for Assessment and Redesign

dc.contributor.authorKaewpun Y.
dc.contributor.authorSriromreun P.
dc.contributor.authorKansuwan P.
dc.date.accessioned2022-03-10T13:17:43Z
dc.date.available2022-03-10T13:17:43Z
dc.date.issued2021
dc.date.issuedBE2564
dc.description.abstractThe pressure vessel is the current equipment that carries fluid, gas, or some solids under pressure. It can be very dangerous if it is neglected. Pitting corrosion is one of the failures that might be difficult to predict. To ensure safe usage of the vessel and to accurately predict and assess, it is necessary to comprehend the effect of pitting corrosion on the mechanical property of the material. The elastic modulus and the yield strength were investigated. A finite element analysis was performed with pitted plates subjected to a tension load. The results showed that the elastic modulus and the yield strength decreased with an increase in the percentage of volume damage by pitting or a decrease in equivalent thickness. It was found that calculating the reduction of the elastic modulus and the yield strength was more specific than simulating it due to the stress concentrator from pitting. © 2021, ASM International.
dc.format.mimetypeapplication/pdf
dc.identifier.citationJournal of Failure Analysis and Prevention. Vol 21, No.5 (2021), p.1582-1589
dc.identifier.doi10.1007/s11668-021-01237-0
dc.identifier.issn15477029
dc.identifier.other2-s2.0-85114150570
dc.identifier.urihttps://hdl.handle.net/20.500.14740/8183
dc.language.isoeng
dc.rights.holderScopus
dc.subject.otherElastic moduli
dc.subject.otherYield stress
dc.subject.otherEquivalent thickness
dc.subject.otherPercentage of volume
dc.subject.otherStress concentrators
dc.subject.otherTension loads
dc.subject.otherPitting
dc.titleEffect of Pitting on the Yield Strength and Elastic Modulus for Assessment and Redesign
dc.typeArticle
dspace.entity.typePublication
swu.datasource.scopushttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85114150570&doi=10.1007%2fs11668-021-01237-0&partnerID=40&md5=9a123800e63ec32e90aefb760f2ea0c5

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