The University of Southampton
University of Southampton Institutional Repository

Nonlinear FEM study of ultimate strength of tubular muliplanar double K-joints

Nonlinear FEM study of ultimate strength of tubular muliplanar double K-joints
Nonlinear FEM study of ultimate strength of tubular muliplanar double K-joints
0791807835
577-586
American Society Of Mechanical Engineers (ASME)
Lee, M.
d04961f5-36fc-4d03-af4a-cb3047be7de1
Wilmshurst, S.R.
cba9be0c-5e3d-4f81-8b1c-4929cab6a2cb
Lee, M.
d04961f5-36fc-4d03-af4a-cb3047be7de1
Wilmshurst, S.R.
cba9be0c-5e3d-4f81-8b1c-4929cab6a2cb

Lee, M. and Wilmshurst, S.R. (1993) Nonlinear FEM study of ultimate strength of tubular muliplanar double K-joints. In OMAE 1993 : proceedings of the 12th International Conference on Offshore Mechanics and Arctic Engineering, Glasgow, Scotland, June 20-24, 1993. American Society Of Mechanical Engineers (ASME). pp. 577-586 .

Record type: Conference or Workshop Item (Paper)

This record has no associated files available for download.

More information

Published date: 1993

Identifiers

Local EPrints ID: 75337
URI: http://eprints.soton.ac.uk/id/eprint/75337
ISBN: 0791807835
PURE UUID: 6a2f738d-7bc6-49b0-95dc-29cce3f64c6b

Catalogue record

Date deposited: 11 Mar 2010
Last modified: 10 Dec 2021 16:57

Export record

Contributors

Author: M. Lee
Author: S.R. Wilmshurst

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×