4.7 Article

Plastic limit loads for pipe bends under combined bending and torsion moment

期刊

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijmecsci.2014.12.011

关键词

Pipe bends; In-plane bending moment; Torsion moment; Limit loads; Finite element

资金

  1. Graduate Student Scientific Innovative Project of Jiangsu Province, China [SJZZ_0096]
  2. Jiangsu Natural Science Funds [BK2008373]

向作者/读者索取更多资源

In present paper, 3D finite element (FE) method is used to determine plastic limit load solutions for pipe bends under combined bending and torsion moment. With a detailed analysis and comparison, a common awareness for loading effect is showing which will raise researchers concern. By the way, past solutions are not appropriate to estimate FE results. In this respect of finite element analysis, overall yielding considering the spread process of yield region from crown to the straight pipe shows these promising finite element results. A wide range of non-dimensional parameters for pipe bends are considered and plastic limit load solutions are suggested. The results show that tit is the main factor affecting the limit loads. Plastic limit load is independent on the loading path and material constants by normalizing. Results show that the circular interaction rule is a great approximation for pipe bends under combined bending and torsion moment. A series of approaches are confirmed in order to validate our finite element method on plastic limit analysis. Based on the finite element results, approximate plastic limit load solutions are proposed. Present work will further improve the limit load solution for pipe bends under complex loading conditions. (C) 2014 Elsevier Ltd. All rights reserved.

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