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Effect of reinforcement on plastic limit loads of branch junctions

Authors
Kim, Yun-JaeMyeong, Man-SikYoon, Kee-Bong
Issue Date
Aug-2009
Publisher
ELSEVIER SCI LTD
Keywords
Finite element limit analysis; Limit pressure; Limit moment; Reinforced branch junction
Citation
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, v.86, no.8, pp 508 - 516
Pages
9
Journal Title
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING
Volume
86
Number
8
Start Page
508
End Page
516
URI
https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/23066
DOI
10.1016/j.ijpvp.2009.03.007
ISSN
0308-0161
Abstract
This paper provides effects of reinforcement shape and area on plastic limit loads of branch junctions under internal pressure and in-plane/out-of-plane bending, via detailed three-dimensional finite element limit analysis assuming elastic-perfectly plastic material behaviour. It is found that reinforcement is most effective when (in-plane/out-of-plane) bending is applied to the branch pipe. When bending is applied to the run pipe, reinforcement is less effective when bending is applied to the branch pipe. The reinforcement effect is the least effective for internal pressure. (C) 2009 Elsevier Ltd. All rights reserved.
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