Seo, JK;
Song, CH;
Park, JS;
Paik, JK;
(2016)
Nonlinear structural behaviour and design formulae for calculating the ultimate strength of stiffened curved plates under axial compression.
Thin-Walled Structures
, 107
pp. 1-17.
10.1016/j.tws.2016.05.003.
Preview |
Text
Paik_SAOS-Stiffened blast walls.pdf Download (948kB) | Preview |
Abstract
Cylindrically curved and stiffened plates are often used in ship and offshore structures. For example, they can be found in the cambered decks, fore and aft side shells and circular bilge parts of ships. A number of studies have investigated curved plates in which the buckling/ultimate strength is increased according to the curvature under various loading scenarios and design formulas. However, information regarding the nonlinear structural behaviour and design formulas for calculating the ultimate strength of the stiffened curved plates is currently limited. In this paper, a series of finite element analyses are performed on stiffened curved plates with varying geometric parameters. The existing curvatures are also analysed to clarify the effects of these parameters on the buckling/post-buckling characteristics and collapse behaviour under axial compression. The results are used to derive closed-form expressions to predict the ultimate compressive strength of curved stiffened plates for marine applications.
Type: | Article |
---|---|
Title: | Nonlinear structural behaviour and design formulae for calculating the ultimate strength of stiffened curved plates under axial compression |
Open access status: | An open access version is available from UCL Discovery |
DOI: | 10.1016/j.tws.2016.05.003 |
Publisher version: | http://doi.org/10.1016/j.tws.2016.05.003 |
Language: | English |
Additional information: | © 2016 Elsevier Ltd. All rights reserved. This manuscript version is made available under a Creative Commons Attribution Non-commercial Non-derivative 4.0 International license (CC BY-NC-ND 4.0). This license allows you to share, copy, distribute and transmit the work for personal and non-commercial use providing author and publisher attribution is clearly stated. Further details about CC BY licenses are available at https://creativecommons.org/licenses/. Access may be initially restricted by the publisher. |
Keywords: | Cylindrically curved plate; Stiffened curved plate; Axial compression; Ultimate strength; Design formula |
UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Mechanical Engineering |
URI: | https://discovery.ucl.ac.uk/id/eprint/1535311 |
Archive Staff Only
View Item |