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Failure behavior of SA508 Gr.1a LAS and SA312 TP316 SS pipes with a circumferential through-wall crack under large amplitude cyclic loads

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dc.contributor.authorKim, J.W.-
dc.contributor.authorKweon, H.D.-
dc.contributor.authorKim, Y.J.-
dc.date.accessioned2021-12-02T22:41:29Z-
dc.date.available2021-12-02T22:41:29Z-
dc.date.created2021-08-31-
dc.date.issued2021-04-
dc.identifier.issn0263-8231-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/128980-
dc.description.abstractThis paper presents cyclic fracture test results using small-scale through-wall cracked pipe specimens to investigate the effects of large-amplitude cyclic loads on failure behaviour for different pipe materials. SA508 Gr.1a low-alloy steel (LAS) and SA312 TP316 stainless steel (SS) pipes were used in the experiment. The tests were conducted under quasi-static monotonic, displacement-controlled, and load-controlled cyclic loadings at room temperature (RT). Regardless of the pipe material, displacement-controlled reversed cyclic loading significantly reduced deformation-ability and fracture resistance, promoting crack growth. These effects were more pronounced in the SA312 TP316 SS than in the SA508 Gr.1a LAS specimen. The material-dependence on fracture behaviour was considerable under monotonic load, but was near-negligible under displacement-controlled reversed cyclic loading. Under load-controlled cyclic loading, the number of cycles to failure, the maximum allowable crack extension, and deformation-ability of pipe specimens decreased as the amplitude and compressive level increased. For all load-controlled cyclic loads, the SA312 TP316 SS specimen was less resistant to failure than the SA508 Gr.1a LAS specimen. Regardless of the loading type, a circumferential through-wall crack grew out of the initial crack plane for the SA508 Gr.1a LAS specimen, but propagated in a straight line from the initial crack plane for the SA312 TP316 SS specimen. © 2021 Elsevier Ltd-
dc.languageEnglish-
dc.language.isoen-
dc.publisherElsevier Ltd-
dc.titleFailure behavior of SA508 Gr.1a LAS and SA312 TP316 SS pipes with a circumferential through-wall crack under large amplitude cyclic loads-
dc.typeArticle-
dc.contributor.affiliatedAuthorKim, Y.J.-
dc.identifier.doi10.1016/j.tws.2021.107524-
dc.identifier.scopusid2-s2.0-85100639136-
dc.identifier.wosid000634781600001-
dc.identifier.bibliographicCitationThin-Walled Structures, v.161-
dc.relation.isPartOfThin-Walled Structures-
dc.citation.titleThin-Walled Structures-
dc.citation.volume161-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaMechanics-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.relation.journalWebOfScienceCategoryEngineering, Mechanical-
dc.relation.journalWebOfScienceCategoryMechanics-
dc.subject.keywordPlusFRACTURE-BEHAVIOR-
dc.subject.keywordPlusSTRAIGHT PIPES-
dc.subject.keywordPlusTRANSITION-
dc.subject.keywordPlusFATIGUE-
dc.subject.keywordAuthorCircumferential through-wall crack-
dc.subject.keywordAuthorCyclic fracture test-
dc.subject.keywordAuthorFailure behaviour-
dc.subject.keywordAuthorLarge-amplitude cyclic loads-
dc.subject.keywordAuthorSmall-scale pipe specimen-
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