An Approximate Model for an Elastic-Plastic Pipe Element Under Combined Loading

Author:

Larson L. D.1,Stokey W. F.2,Franzen W. E.1

Affiliation:

1. Bettis Atomic Power Laboratory, Westinghouse Electric Corp., West Mifflin, Pa.

2. Department of Mechanical Engineering, Carnegie-Mellon University, Pittsburgh, Pa.

Abstract

An approximate model for the elastic-plastic analysis of a pipe element under combined loading is developed. The model is obtained by generalizing a limit load solution for combined pressure, bending, torsion and axial load to include strain hardening. For various combinations of loading of tubes, curvatures and twist angles are predicted and compared with experimental results and those predicted by a more rigorous analytical approach. The comparison shows that good results are obtained from the approximate model.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Experimental Fragility Analysis of Pressurized Fire Sprinkler Piping Systems;Journal of Earthquake Engineering;2016-04-11

2. A state of the art review on the analytical simulation of ceiling, piping and partitions;Bulletin of the New Zealand Society for Earthquake Engineering;2016-03-31

3. Elasto-plastic response of orthotropic pipes under bending, pressure and axial force;Thin-Walled Structures;1993-01

4. Developments in Methods of Inelastic Piping Analysis;Proceedings of the Institution of Mechanical Engineers, Part A: Power and Process Engineering;1987-05

5. Inelastic analysis methods for piping systems;Nuclear Engineering and Design;1980-05

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