Browse by author
Lookup NU author(s): Dr Do Kyun KimORCiD
This is the authors' accepted manuscript of an article that has been published in its final definitive form by Techno-Press, 2018.
For re-use rights please refer to the publisher's terms and conditions.
dsfIn this study (Part I), an advanced empirical formulation was proposed to predict the ultimate strength of initially deflected steel plate subjected to longitudinal compression. An advanced empirical formulation was proposed by adopting Initial Deflection Index (IDI) concept for plate element which is a function of plate slenderness ratio (ββ) and coefficient of initial deflection. In case of initial deflection, buckling mode shape, which is mostly assumed type in the ships and offshore industry, was adopted. For the numerical simulation by ANSYS nonlinear finite element method (NLFEM), with a total of seven hundred 700 plate scenarios, including the combination of one hundred (100) cases of plate slenderness ratios with seven (7) representative initial deflection coefficients, were selected based on obtained probability density distributions of plate element from collected commercial ships. The obtained empirical formulation showed good agreement (R2=0.99R2=0.99) with numerical simulation results. The obtained outcome with proposed procedure will be very useful in predicting the ultimate strength performance of plate element subjected to longitudinal compression.In this study (Part I), an advanced empirical formulation was proposed to predict the ultimate strength of initially deflected steel plate subjected to longitudinal compression. An advanced empirical formulation was proposed by adopting Initial Deflection Index (IDI) concept for plate element which is a function of plate slenderness ratio (ββ) and coefficient of initial deflection. In case of initial deflection, buckling mode shape, which is mostly assumed type in the ships and offshore industry, was adopted. For the numerical simulation by ANSYS nonlinear finite element method (NLFEM), with a total of seven hundred 700 plate scenarios, including the combination of one hundred (100) cases of plate slenderness ratios with seven (7) representative initial deflection coefficients, were selected based on obtained probability density distributions of plate element from collected commercial ships. The obtained empirical formulation showed good agreement (R2=0.99R2=0.99) with numerical simulation results. The obtained outcome with proposed procedure will be very useful in predicting the ultimate strength performance of plate element subjected to longitudinal compression.
Author(s): Kim DK, Poh BY, Lee JR, Paik JK
Publication type: Article
Publication status: Published
Journal: Structural Engineering and Mechanics
Year: 2018
Volume: 68
Issue: 2
Pages: 247-259
Online publication date: 25/10/2018
Acceptance date: 20/09/2018
Date deposited: 21/11/2019
ISSN (print): 1225-4568
ISSN (electronic): 1598-6217
Publisher: Techno-Press
URL: https://doi.org/10.12989/sem.2018.68.2.247
DOI: 10.12989/sem.2018.68.2.247
Altmetrics provided by Altmetric
