American Journal of Civil Engineering

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Elastic Buckling of Steel Columns Under Axial Compression

Received: 27 May 2014    Accepted: 12 June 2014    Published: 30 June 2014
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Abstract

In the present study elastic buckling of steel columns with three different cross sections, i.e. square, rectangle and circle cross sections, and two different boundary conditions, i.e. fixed-free(F-F) and pinned-pinned (P-P) boundary conditions, under axial compression has been investigated. At first, the basic equations of the problem have been given. Then solutions are found and the effects of the boundary conditions, cross sections, slenderness ratios on the buckling loads of the steel columns have been discussed. For the solution of the problem not only numerical computations have been performed but also finite element modeling (FEM) has been employed. For the validation of the present study, the results of numerical computations have been compared with the results of FEM, and a very good agreement has been achieved.

DOI 10.11648/j.ajce.20140203.17
Published in American Journal of Civil Engineering (Volume 2, Issue 3, May 2014)
Page(s) 102-108
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This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Column, Elastic Buckling, Finite Element Modeling

References
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Author Information
  • Civil Engineering Department, Suleyman Demirel University, Isparta, Turkey

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  • APA Style

    Mehmet Avcar. (2014). Elastic Buckling of Steel Columns Under Axial Compression. American Journal of Civil Engineering, 2(3), 102-108. https://doi.org/10.11648/j.ajce.20140203.17

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    Mehmet Avcar. Elastic Buckling of Steel Columns Under Axial Compression. Am. J. Civ. Eng. 2014, 2(3), 102-108. doi: 10.11648/j.ajce.20140203.17

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    Mehmet Avcar. Elastic Buckling of Steel Columns Under Axial Compression. Am J Civ Eng. 2014;2(3):102-108. doi: 10.11648/j.ajce.20140203.17

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  • @article{10.11648/j.ajce.20140203.17,
      author = {Mehmet Avcar},
      title = {Elastic Buckling of Steel Columns Under Axial Compression},
      journal = {American Journal of Civil Engineering},
      volume = {2},
      number = {3},
      pages = {102-108},
      doi = {10.11648/j.ajce.20140203.17},
      url = {https://doi.org/10.11648/j.ajce.20140203.17},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajce.20140203.17},
      abstract = {In the present study elastic buckling of steel columns with three different cross sections, i.e. square, rectangle and circle cross sections, and two different boundary conditions, i.e. fixed-free(F-F) and pinned-pinned (P-P) boundary conditions, under axial compression has been investigated. At first, the basic equations of the problem have been given. Then solutions are found and the effects of the boundary conditions, cross sections, slenderness ratios on the buckling loads of the steel columns have been discussed. For the solution of the problem not only numerical computations have been performed but also finite element modeling (FEM) has been employed. For the validation of the present study, the results of numerical computations have been compared with the results of FEM, and a very good agreement has been achieved.},
     year = {2014}
    }
    

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  • TY  - JOUR
    T1  - Elastic Buckling of Steel Columns Under Axial Compression
    AU  - Mehmet Avcar
    Y1  - 2014/06/30
    PY  - 2014
    N1  - https://doi.org/10.11648/j.ajce.20140203.17
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    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
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    AB  - In the present study elastic buckling of steel columns with three different cross sections, i.e. square, rectangle and circle cross sections, and two different boundary conditions, i.e. fixed-free(F-F) and pinned-pinned (P-P) boundary conditions, under axial compression has been investigated. At first, the basic equations of the problem have been given. Then solutions are found and the effects of the boundary conditions, cross sections, slenderness ratios on the buckling loads of the steel columns have been discussed. For the solution of the problem not only numerical computations have been performed but also finite element modeling (FEM) has been employed. For the validation of the present study, the results of numerical computations have been compared with the results of FEM, and a very good agreement has been achieved.
    VL  - 2
    IS  - 3
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