Buckling analysis of cracked columns by XFEM

This paper focuses on using the recently developed extended finite element model for buckling analysis of edge cracked columns under concentric axial load. The effect of crack depth and its location on the carrying capacity of columns is studied. The effect of different boundary conditions is also i...

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Main Authors: Mohammad Reza Shirazizadeh, Hossein Shahverdi, Ali Imam
Format: Article
Language:English
Published: Islamic Azad University-Isfahan (Khorasgan) Branch 2016-03-01
Series:International Journal of Advanced Design and Manufacturing Technology
Online Access:https://admt.isfahan.iau.ir/article_534959_d1ae5810ccbcf198905b5f204b2f64cc.pdf
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author Mohammad Reza Shirazizadeh
Hossein Shahverdi
Ali Imam
author_facet Mohammad Reza Shirazizadeh
Hossein Shahverdi
Ali Imam
author_sort Mohammad Reza Shirazizadeh
collection DOAJ
description This paper focuses on using the recently developed extended finite element model for buckling analysis of edge cracked columns under concentric axial load. The effect of crack depth and its location on the carrying capacity of columns is studied. The effect of different boundary conditions is also investigated. Numerical examples are offered to show the efficiency and effectiveness of the proposed method. The presented results are compared with analytical and experimental works available in the literature. Good agreement with experiment is shown, although the difference with analytical results is considerable for columns with deeper cracks. The reason of this difference is discussed.  It is shown that the proposed method is more accurate than the analytical methods which are developed based on rotational spring models.
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spelling doaj.art-059c0db92d4a4698b8f51a043d890c022023-10-18T09:22:52ZengIslamic Azad University-Isfahan (Khorasgan) BranchInternational Journal of Advanced Design and Manufacturing Technology2252-04062383-44472016-03-0191534959Buckling analysis of cracked columns by XFEMMohammad Reza Shirazizadeh0Hossein Shahverdi1Ali Imam2Department of Mechanical and Aerospace Engineering, Science and Research branch, Islamic Azad University, Tehran, IranDepartment of Aerospace Engineering and Center of Excellence in Computational Aerospace, Amirkabir University of Technology, 424 Hafez Avenue, Tehran 15875-4413, IranDepartment of Mechanical and Aerospace Engineering, Science and Research branch, Islamic Azad University, Tehran, IranThis paper focuses on using the recently developed extended finite element model for buckling analysis of edge cracked columns under concentric axial load. The effect of crack depth and its location on the carrying capacity of columns is studied. The effect of different boundary conditions is also investigated. Numerical examples are offered to show the efficiency and effectiveness of the proposed method. The presented results are compared with analytical and experimental works available in the literature. Good agreement with experiment is shown, although the difference with analytical results is considerable for columns with deeper cracks. The reason of this difference is discussed.  It is shown that the proposed method is more accurate than the analytical methods which are developed based on rotational spring models.https://admt.isfahan.iau.ir/article_534959_d1ae5810ccbcf198905b5f204b2f64cc.pdf
spellingShingle Mohammad Reza Shirazizadeh
Hossein Shahverdi
Ali Imam
Buckling analysis of cracked columns by XFEM
International Journal of Advanced Design and Manufacturing Technology
title Buckling analysis of cracked columns by XFEM
title_full Buckling analysis of cracked columns by XFEM
title_fullStr Buckling analysis of cracked columns by XFEM
title_full_unstemmed Buckling analysis of cracked columns by XFEM
title_short Buckling analysis of cracked columns by XFEM
title_sort buckling analysis of cracked columns by xfem
url https://admt.isfahan.iau.ir/article_534959_d1ae5810ccbcf198905b5f204b2f64cc.pdf
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