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Plastic collapse stresses based on flaw combination rules for pipes containing two circumferential similar flaws

欠陥合体基準に基づく2個の周方向相似欠陥を有する管の塑性崩壊応力

長谷川 邦夫; Li, Y.; Kim, Y.-J.*; Lacroix, V.*; Strnadel, B.*

Hasegawa, Kunio; Li, Y.; Kim, Y.-J.*; Lacroix, V.*; Strnadel, B.*

2個の欠陥が近接して存在する場合は、これらの欠陥は1つの欠陥に合体される。この合体評価は多くの国の維持規格に採用されているが、具体的な合体クライテリアは異なっている。一方、2個の周方向欠陥を有するステンレス鋼配管の曲げ試験が行われており、塑性崩壊荷重は求められている。また、解析的な式も導かれている。本研究では、これらの実験と解析結果から得られる塑性崩壊応力を合体クライテリアから導かれる塑性崩壊応力と比較した。その結果、合体クライテリアを用いた塑性崩壊応力は、実験や解析結果と極めて異なることが分かった。

When discrete multiple flaws are in the same plane, and they are close to each other, it can be determined whether they are combined or standalone in accordance with combination rules provided by Fitness-For-Service (FFS) codes. However, specific criteria of the rules are different amongst these FFS codes. On the other hand, plastic collapse bending stresses for stainless steel pipes with two circumferential similar flaws were obtained by experiments and the prediction procedure for collapse stresses for pipes with two similar flaws were developed analytically. Using the experimental data and the analytical procedure, plastic collapse stresses for pipes with two similar flaws are compared with the stresses in compliance with the flaw combination criteria. It is shown that the calculated plastic collapse stresses based on the flaw combination criteria are significantly different from the experimental and analytical stresses.

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