Lee, Hyun Ho;
Kim, Hyeong Jin;
Paik, Jeom Kee;
(2023)
Use of physical testing data for the accurate prediction of the ultimate compressive strength of steel stiffened panels.
Ships and Offshore Structures
, 18
(4)
pp. 609-623.
10.1080/17445302.2022.2087358.
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Abstract
Physical testing data can be used to predict the ultimate compressive strength of steel stiffened panels. Moreover, useful empirical formulae have been developed by fitting curves to data from relevant testing databases. A representative example is the Paik–Thayamballi formula, which is based on physical testing data available until 1997 and is a closed-form function of plate and column slenderness ratios. Since 1997, high-precision data-acquisition equipment and large-scale physical models have been used to generate databases contained advanced testing data of modern materials such as AH32 high-tensile steel made by the thermo-mechanical control process (TMCP) technology together with modern fabrication technologies, e.g., flux-cored arc welding technique, under a strict control of welding parameters, e.g., current, voltage, speed and heat input, to achieve a required weld leg length. It is therefore important to determine if these advanced testing data are compatible with the established empirical formulae. This paper describes benchmark studies which were conducted to determine such compatibility, with a focus on the Paik–Thayamballi formula, and summarises key findings and insights obtained from the present study.
Type: | Article |
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Title: | Use of physical testing data for the accurate prediction of the ultimate compressive strength of steel stiffened panels |
Open access status: | An open access version is available from UCL Discovery |
DOI: | 10.1080/17445302.2022.2087358 |
Publisher version: | http://doi.org/10.1080/17445302.2022.2087358 |
Language: | English |
Additional information: | Copyright © 2022 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group. This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way. |
Keywords: | Ultimate compressive strength, steel stiffened plate structures, physical testing data, empirical formula, Paik-Thayamballi formula |
UCL classification: | 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 UCL > Provost and Vice Provost Offices > UCL BEAMS UCL |
URI: | https://discovery-pp.ucl.ac.uk/id/eprint/10151182 |
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