Comparison of plastic collapse moment for different angled non-circular pipe bends under bending moments and internal pressure-Reference-Cited by-同舟云学术

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Comparison of plastic collapse moment for different angled non-circular pipe bends under bending moments and internal pressure

Published:2024-03-23 Issue:4 Volume:46 Page:
ISSN:1678-5878
Container-title:Journal of the Brazilian Society of Mechanical Sciences and Engineering
language:en
Short-container-title:J Braz. Soc. Mech. Sci. Eng.

Author:

Kumar Manish,Singh Muralidhar,Kumar Amrendra,Kumar Amit,Kamble Devendra

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40430-024-04810-4.pdf

Reference36 articles.

1. Simulia. Abaqus Theory Manual, Version 6.6 (Elbow elements). Dassault Systèmes, RI, USA (2009)

2. Turner C, Ford H (1957) Examination of the theories for calculating the stresses in pipe bends subjected to in-plane bending. Proc Instit Mech Eng 171(1):513–525

3. Smith R (1967) Theoretical analysis of the stresses in pipe bends subjected to out-of-plane bending. J Mech Eng Sci 9(2):115–123

4. Smith R, Ford H (1967) Experiments on pipe lines and pipe bends subjected to three-dimensional loading. J Mech Eng Sci 9(2):124–137

5. Spence J, Findlay G (1973) Limit load for pipe bends under in-plane bending. San Antonio, USA, pp 393–399

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