Plastic loads of pipe bends under combined pressure and out-of-plane bending |
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Authors: | Kuk-Hee Lee Yun-Jae Kim Chi-Yong Park |
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Affiliation: | (1) Department of Mechanical Engineering, Korea University, 1-5 Ka, Anam-Dong, Sungbuk-Ku, Seoul, 136-701, Korea;(2) Korea Electric Power Research Institute, Yusung-gu, Daejon, 305-380, Korea |
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Abstract: | This paper provides plastic limit and TES (twice-elastic-slope) plastic load solutions for 90° pipe bends under combined pressure and out-of-plane bending, via three-dimensional non-linear FE analyses using elastic-perfectly plastic materials. Without internal pressure, a closed-form approximation is given. For combined pressure and out-of-plane bending, tabulated data are given, from which TES plastic loads can be interpolated. It is found that TES plastic loads for pipe bends under out-of-plane bending are lower than those under in-plane opening bending, but are higher than those under in-plane closing bending. It suggests that the in-plane closing bending mode is the most critical loading mode for 90° pipe bends, which is fully consistent to existing findings. |
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Keywords: | Combined pressure and out-of-plane bending Finite element limit analysis Pipe Bend Twice-elastic-slope plastic load |
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