Content area

Abstract

This research aims to study the ultimate limit state (ULS) behaviour of stiffened panel under longitudinal compression by a non-linear finite element method (NLFEM). There are different types of stiffeners mainly being used in shipbuilding, i.e., T-bar, flat-bar, and angle-bar. However, this research focuses on the ultimate compressive strength behaviour of flat-bar stiffened panel. A total of 420 reliable scenarios of flat-bar stiffened panel were selected for numerical simulation by the ANSYS NLFEM. The ultimate strength behaviours obtained were used as data for the development of closed form shape empirical formulation. Recently, our group proposed an advanced empirical formulation for T-bar stiffened panel, and the applicability of the proposed formulation to flat-bar stiffened panel is confirmed by this study. The accuracy of the empirical formulation obtained for flat-bar stiffened panel was validated by finite element (FE) simulation results of statistical analysis (R2 = 0.9435). The outcome obtained will be useful for ship structural designers in predicting the ultimate strength performance of flat-bar type stiffened panel under longitudinal compression.

Details

1009240
Title
Ultimate Compressive Strength of Stiffened Panel: An Empirical Formulation for Flat-Bar Type
Volume
8
Issue
8
First page
605
Publication year
2020
Publication date
2020
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
20771312
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2020-08-13
Milestone dates
2020-07-31 (Received); 2020-08-02 (Revised); 2020-08-06 (Accepted); 2020-08-13 (Published)
Publication history
 
 
   First posting date
13 Aug 2020
ProQuest document ID
2434980337
Document URL
https://www.proquest.com/scholarly-journals/ultimate-compressive-strength-stiffened-panel/docview/2434980337/se-2?accountid=208611
Copyright
© 2020. This work is licensed under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2024-11-10
Database
ProQuest One Academic