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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
Source :
International Journal of Fracture. Jan2008, Vol. 149 Issue 1, p31-45. 15p. 2 Diagrams, 5 Charts, 8 Graphs.
Publication Year :
2008

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. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
03769429
Volume :
149
Issue :
1
Database :
Academic Search Index
Journal :
International Journal of Fracture
Publication Type :
Academic Journal
Accession number :
33126509
Full Text :
https://doi.org/10.1007/s10704-008-9217-3