Finite element stress analysis of an equal diameter branch pipe intersection subjected to out-of-plane and twisting moments-Reference-Cited by-同舟云学术

Finite element stress analysis of an equal diameter branch pipe intersection subjected to out-of-plane and twisting moments

Published:1986-01-01 Issue:1 Volume:21 Page:9-16
ISSN:0309-3247
Container-title:The Journal of Strain Analysis for Engineering Design
language:en
Short-container-title:The Journal of Strain Analysis for Engineering Design

Author:

Kirkwood M G¹,Carmichael G D T²,Moffat D G¹

Affiliation:

1. Department of Mechanical Engineering, University of Liverpool

2. Central Electricity Generating Board, Berkeley Nuclear Laboratories

Abstract

The authors have used the BERSAFE finite element computer program to model an equal diameter branch pipe intersection of mean diameter/thickness ratio 24.5. Previous results for internal pressure and the two in-plane bending moments are augmented by the present results for the two out-of-plane and the two twisting moment load categories. The predicted stresses are compared with results from tests on a 254 mm (10 inch) diameter welded branch junction, and also with the values from the current UK power piping code BS 806.

Publisher

SAGE Publications

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modelling and Simulation

Link

http://journals.sagepub.com/doi/pdf/10.1243/03093247V211009

Reference6 articles.

1. Experimental Stress Analysis of Four Fabricated Equal Diameter Branch Pipe Intersections Subjected to Moment Loadings and the Implications on Branch Junction Design

2. Recent Developments in B.S. 806: Ferrous Pipes for and in Connection with Boilers

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