The failure of circumferentially flawed stainless steel tubes under bending stresses
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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.
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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.