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Plastic collapse stresses for pipes with inner and outer circumferential cracks

周方向の内外表面亀裂を有する管の塑性崩壊応力

Mares, V.*; 長谷川 邦夫; Li, Y.; Lacroix, V.*

Mares, V.*; Hasegawa, Kunio; Li, Y.; Lacroix, V.*

周方向に内外表面亀裂を有する管の塑性崩壊応力は、米国機械学会のボイラーと圧力容器の規格のSection XIのAppendix Cで推定式が記載されている。このAppendix Cの推定式は欠陥形状が同じであれば内外表面亀裂の塑性崩壊応力は同じである。われわれは、管の平均半径を欠陥面と欠陥以外の面の2つの平均半径を考慮し、内外表面亀裂を有する管の塑性崩壊応力を導いた。その結果、外表面欠陥の塑性崩壊応力は、管の厚さが大きく亀裂が深くて長いとき、Appendix Cの推定式は大きく、非安全側になることが分かった。

Appendix C-5320 of ASME BPV Code Section XI provides an equation of bending stress at the plastic collapse, where the equation is applicable for both inner and outer surface cracks. That is, the collapse stresses for pipes with inner and outer surface cracks are the same. Authors considered the separated pipe mean radii at the cracked ligament and at the un-cracked ligament and equations of plastic collapse stresses for both inner and outer cracked pipes were developed. As the results of the calculations, when the crack angle and depth are the same, the collapse stress for outer cracked pipe is lower than that calculated by the Appendix C equation. It is found that the Appendix C equation gives un-conservative plastic collapse stress.

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パーセンタイル:100

分野:Engineering, Mechanical

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