Buckling Load Estimation Using Multiple Linear Regression Analysis and Multigene Genetic Programming Method in Cantilever Beams with Transverse Stiffeners
Created by W.Langdon from
gp-bibliography.bib Revision:1.8178
- @Article{ozbayrak:AJSE,
-
author = "Ahmet Ozbayrak and Mohammed Kamal Ali and
Hatice Citakoglu",
-
title = "Buckling Load Estimation Using Multiple Linear
Regression Analysis and Multigene Genetic Programming
Method in Cantilever Beams with Transverse Stiffeners",
-
journal = "Arabian Journal for Science and Engineering",
-
year = "2023",
-
volume = "48",
-
number = "4",
-
pages = "5347--5370",
-
month = apr,
-
keywords = "genetic algorithms, genetic programming, Cantilever
beam, Buckling load, Multiple linear regression,
Multigene genetic programming",
-
ISSN = "2193-567X",
-
URL = "http://link.springer.com/article/10.1007/s13369-022-07445-6",
-
DOI = "doi:10.1007/s13369-022-07445-6",
-
abstract = "Analytical methods cannot find the exact solution for
inelastic lateral torsional buckling. This study aims
to develop innovative solutions by creating closed-form
equations. A series of numerical studies (ANSYS) have
been conducted for buckling load calculation on
European I-section cantilever beams reinforced with
transverse stiffener plates at different intervals.
Formulations were developed using two methods to
estimate the found load values more practically.
Multiple linear regression analysis and multigene
genetic programming methods were used to obtain these
formulations. According to the error statistics, the
multigene genetic programming method gave more accurate
results than the multiple linear regression analysis
methods in buckling load estimation. The estimates
obtained from the multigene genetic programming method
and the numerical results calculated in the ANSYS
program were found to be compatible with each other.
The scientific novelty brought by the research is to
develop more original formulations for cantilever beams
instead of using the buckling load calculation
described for simply supported beams in the
specifications. The scientific difference is that the
developed formulations can calculate in a way that can
consider the contribution of transverse stiffeners to
the buckling load. This study will show that
formulations designed with computer technologies can be
an alternative calculation method for estimating the
lateral buckling load according to the transverse
stiffener plate spacing for European I-section
cantilever steel beams.",
- }
Genetic Programming entries for
Ahmet Ozbayrak
Mohammed Kamal Ali
Hatice Citakoglu
Citations