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Behaviour of duplex stainless steel bolted connections

Abstract:

This study deals with the behaviour of duplex stainless steel bolted connections. The aim of the study is to respond to the question if the current stainless steel design specifications are able to predict the behaviour of such connections. Firstly, the net cross-section capacity of duplex stainless steel plates subjected to tensile loading are presented. They were conducted to obtain the stress–strain curves and tensile fracture behaviour used to support the finite element (FE) fracture simu...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1016/j.tws.2021.108380

Authors


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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
New College
Role:
Author
ORCID:
0000-0001-6228-0309
Publisher:
Elsevier
Journal:
Thin-Walled Structures More from this journal
Volume:
169
Article number:
108380
Publication date:
2021-09-20
Acceptance date:
2021-08-26
DOI:
EISSN:
1879-3223
ISSN:
0263-8231
Language:
English
Keywords:
Pubs id:
1196704
Local pid:
pubs:1196704
Deposit date:
2023-05-03

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