The failure of circumferentially flawed stainless steel tubes under bending stresses

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dc.contributor.authorKelly, PMen_AU
dc.contributor.authorZybenko, Ben_AU
dc.date.accessioned2007-11-22T04:13:11Zen_AU
dc.date.accessioned2010-04-30T04:28:00Zen_AU
dc.date.available2007-11-22T04:13:11Zen_AU
dc.date.available2010-04-30T04:28:00Zen_AU
dc.date.issued1979-11en_AU
dc.description.abstractThe failure of circumferentially flawed, 100mm diameter type 321 stainless steel tubes under bending stresses was examined experimentally. Both through-wall and partial thickness flaws were tested. The results were in good agreement with the predictions of a net section plastic collapse model.en_AU
dc.identifier.citationKelly, P. M. & Zybenko, B. (1979). The failure of circumferentially flawed stainless steel tubes under bending stresses. (AAEC/E478). Lucas Heights, NSW: Australian Atomic Energy Commission.en_AU
dc.identifier.govdoc87en_AU
dc.identifier.isbn0642596778en_AU
dc.identifier.otherAAEC-E-478en_AU
dc.identifier.placeofpublicationLucas Heights, New South Walesen_AU
dc.identifier.urihttp://apo.ansto.gov.au/dspace/handle/10238/127en_AU
dc.language.isoen_auen_AU
dc.publisherAustralian Atomic Energy Commissionen_AU
dc.subjectStress analysisen_AU
dc.subjectFailuresen_AU
dc.subjectPipesen_AU
dc.subjectCracksen_AU
dc.subjectBendingen_AU
dc.titleThe failure of circumferentially flawed stainless steel tubes under bending stressesen_AU
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