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Plastic loads of pipe bends under combined pressure and out-of-plane bending
Authors:Kuk-Hee Lee  Yun-Jae Kim  Chi-Yong Park
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
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.
Keywords:Combined pressure and out-of-plane bending  Finite element limit analysis  Pipe Bend  Twice-elastic-slope plastic load
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