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Failure experiments on pipes with local wall thinning subjected to multi-axial loads

多軸荷重条件が負荷された場合の局部減肉を有する配管の破壊試験

Li, Y.; 長谷川 邦夫; 三浦 直樹*; 星野 克明*

Li, Y.; Hasegawa, Kunio; Miura, Naoki*; Hoshino, Katsuaki*

原子力配管系の重要な荷重条件は、内圧、曲げ荷重及びねじり荷重である。しかし、これらの荷重条件を全て考慮した減肉配管の破壊評価手法は確立されていない。著者らはこれまでに有限要素法による極限荷重解析により、これらの多軸荷重条件が負荷された場合の局部減肉を有する配管の破壊評価手法を提案した。本研究では、局部減肉を有する炭素鋼小型配管試験体を対象に内圧による引張荷重、曲げ荷重及びねじり荷重を同時に負荷した破壊試験を実施した。これまでに提案した破壊評価手法により予測した破壊荷重は試験結果とよく一致したことから、提案手法の妥当性が確認できた。

Piping lines in nuclear power plants may experience multi-axial loads including tensile force, bending and torsion moments during operation. There is a lack of guidance for failure evaluation under the multi-axial loads including torsion moment. ASME B&PV Code Section XI Working Group is currently developing fully plastic failure evaluation procedures for pressurized piping items containing local wall thinning subjected to multi-axial loads. A failure estimation method for locally wall thinned pipes subjected to multi-axial loads including torsion moment has been proposed through numerical analyses. In this study, in order to investigate the failure behavior of the pipes with local wall thinning subjected to multi-axial loads including the torsion, failure experiments were performed on 20 mm diameter carbon steel pipes with a local wall thinning. Based on the experimental results, the proposed failure estimation method is confirmed to be applicable to pipes with local wall thinning.

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