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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Bibliographic Details
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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