In-Plane Buckling of Open-Section Shell Segments

The present study investigates elastic buckling behavior of open-section shell segments under action of a central radial load. A design parameter is expressed to characterize the influence of fillet radius on load-bearing capacity. A reduction factor equation is developed as a multivariate function...

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Main Authors: Haluk Yılmaz, İbrahim Kocabaş
Format: Article
Language:English
Published: Sakarya University 2021-12-01
Series:Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Subjects:
Online Access:https://dergipark.org.tr/tr/download/article-file/1626028
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author Haluk Yılmaz
İbrahim Kocabaş
author_facet Haluk Yılmaz
İbrahim Kocabaş
author_sort Haluk Yılmaz
collection DOAJ
description The present study investigates elastic buckling behavior of open-section shell segments under action of a central radial load. A design parameter is expressed to characterize the influence of fillet radius on load-bearing capacity. A reduction factor equation is developed as a multivariate function of shell parameters, which evaluates the amount of decrease in load-bearing capacity of the structure caused by the corner fillet. In addition, an expression to predict limit load of the shell structure under clamped end conditions is introduced. Furthermore, a parametric study is performed to reveal the influence of fillet radius and radius-to-thickness ratio on the limit load as well as deformation patterns of the open-section shells. Results show that corner fillets has a significant effect on the limit load of the open-section shell segments under in-plane loading.
format Article
id doaj-art-aa2e97ff4b3b4048a652f9315365e76d
institution OA Journals
issn 2147-835X
language English
publishDate 2021-12-01
publisher Sakarya University
record_format Article
series Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi
spelling doaj-art-aa2e97ff4b3b4048a652f9315365e76d2025-08-20T01:57:40ZengSakarya UniversitySakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi2147-835X2021-12-012561287129410.16984/saufenbilder.89334328In-Plane Buckling of Open-Section Shell SegmentsHaluk Yılmaz0https://orcid.org/0000-0002-6750-3708İbrahim Kocabaş1https://orcid.org/0000-0003-0600-2034ULAŞTIRMA MESLEK YÜKSEKOKULUULAŞTIRMA MESLEK YÜKSEKOKULUThe present study investigates elastic buckling behavior of open-section shell segments under action of a central radial load. A design parameter is expressed to characterize the influence of fillet radius on load-bearing capacity. A reduction factor equation is developed as a multivariate function of shell parameters, which evaluates the amount of decrease in load-bearing capacity of the structure caused by the corner fillet. In addition, an expression to predict limit load of the shell structure under clamped end conditions is introduced. Furthermore, a parametric study is performed to reveal the influence of fillet radius and radius-to-thickness ratio on the limit load as well as deformation patterns of the open-section shells. Results show that corner fillets has a significant effect on the limit load of the open-section shell segments under in-plane loading.https://dergipark.org.tr/tr/download/article-file/1626028bucklingopen-section shellradial loadload-bearing capacity
spellingShingle Haluk Yılmaz
İbrahim Kocabaş
In-Plane Buckling of Open-Section Shell Segments
Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi
buckling
open-section shell
radial load
load-bearing capacity
title In-Plane Buckling of Open-Section Shell Segments
title_full In-Plane Buckling of Open-Section Shell Segments
title_fullStr In-Plane Buckling of Open-Section Shell Segments
title_full_unstemmed In-Plane Buckling of Open-Section Shell Segments
title_short In-Plane Buckling of Open-Section Shell Segments
title_sort in plane buckling of open section shell segments
topic buckling
open-section shell
radial load
load-bearing capacity
url https://dergipark.org.tr/tr/download/article-file/1626028
work_keys_str_mv AT halukyılmaz inplanebucklingofopensectionshellsegments
AT ibrahimkocabas inplanebucklingofopensectionshellsegments