The failure of circumferentially flawed stainless steel tubes under bending stresses
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Date
1979-11
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Australian Atomic Energy Commission
Abstract
The 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.
Description
Keywords
Stress analysis, Failures, Pipes, Cracks, Bending
Citation
Kelly, 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.