Buckling Performance of Thin-Walled Filled Steel Columns

  • Yazar/lar İLGÜN, Abdulkerim
    ZIA, Ahmad Javid
    SANCIOĞLU, Sadrettin
    SOYDOĞAN, Hasan Furkan
    KÖKLÜ, Münife Hanım
    ARIBAŞ, Semih
    BAYRAM, Berna
  • Yayın Türü Makale
  • Yayın Tarihi 2023
  • DOI Numarası https://doi.org/10.31127/tuje.1092975
  • Yayıncı Turkish Journal of Engineering
  • Tek Biçim Adres http://hdl.handle.net/20.500.12498/5859
  • Konu Başlıkları Axial Load
    Buckling
    Column
    FEA

Concrete-filled composite elements have recently gained popularity as beams and columns all over the world. They have advantages similar to reinforced concrete elements, such as the moulding process and the lack of maintenance of the filled concrete, as well as advantages similar to hollow steel elements, such as enhancing compressive strength and bending capacity by using smaller sections. In this paper, the buckling behaviour of thin-walled steel columns with circular cross-section and different filling materials was investigated under uniaxial load. Six different materials (concrete produced using normal aggregate, concrete produced using waste aggregate, waste fine aggregate, waste coarse aggregate, waste iron dust and polyurethane) were used as filling. Filled columns were compared experimentally with hollow thin-walled steel columns that had the same height and diameter. All specimens had the same length (750 mm), same diameter (60.3mm) and the same wall thickness (3mm). Experimental results were compared with analytical results obtained from a calculation done using the national steel design code, Design, Calculation and Construction Principles of Steel Structures 2016. Additionally, columns specimens were modelled in Abaqus software. Conservative and consistent results were obtained from comparing experimental, analytical, and numerical results.

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Eser Adı
(dc.title)
Buckling Performance of Thin-Walled Filled Steel Columns
Yayın Türü
(dc.type)
Makale
Yazar/lar
(dc.contributor.author)
İLGÜN, Abdulkerim
Yazar/lar
(dc.contributor.author)
ZIA, Ahmad Javid
Yazar/lar
(dc.contributor.author)
SANCIOĞLU, Sadrettin
Yazar/lar
(dc.contributor.author)
SOYDOĞAN, Hasan Furkan
Yazar/lar
(dc.contributor.author)
KÖKLÜ, Münife Hanım
Yazar/lar
(dc.contributor.author)
ARIBAŞ, Semih
Yazar/lar
(dc.contributor.author)
BAYRAM, Berna
DOI Numarası
(dc.identifier.doi)
https://doi.org/10.31127/tuje.1092975
Atıf Dizini
(dc.source.database)
TRDizin
Konu Başlıkları
(dc.subject)
Axial Load
Konu Başlıkları
(dc.subject)
Buckling
Konu Başlıkları
(dc.subject)
Column
Konu Başlıkları
(dc.subject)
FEA
Yayıncı
(dc.publisher)
Turkish Journal of Engineering
Yayın Tarihi
(dc.date.issued)
2023
Kayıt Giriş Tarihi
(dc.date.accessioned)
2023-02-27T17:08:54Z
Açık Erişim tarihi
(dc.date.available)
2023-02-27T17:08:54Z
Atıf için Künye
(dc.identifier.citation)
İlgün, A. , Zıa, A. J. , Sancıoğlu, S. , Soydoğan, H. F. , Köklü, M. H. , Arıbaş, S. & Bayram, B. (2023). Buckling performance of thin-walled filled steel columns . Turkish Journal of Engineering , 7 (3) , 172-179 . DOI: 10.31127/tuje.1092975
Özet
(dc.description.abstract)
Concrete-filled composite elements have recently gained popularity as beams and columns all over the world. They have advantages similar to reinforced concrete elements, such as the moulding process and the lack of maintenance of the filled concrete, as well as advantages similar to hollow steel elements, such as enhancing compressive strength and bending capacity by using smaller sections. In this paper, the buckling behaviour of thin-walled steel columns with circular cross-section and different filling materials was investigated under uniaxial load. Six different materials (concrete produced using normal aggregate, concrete produced using waste aggregate, waste fine aggregate, waste coarse aggregate, waste iron dust and polyurethane) were used as filling. Filled columns were compared experimentally with hollow thin-walled steel columns that had the same height and diameter. All specimens had the same length (750 mm), same diameter (60.3mm) and the same wall thickness (3mm). Experimental results were compared with analytical results obtained from a calculation done using the national steel design code, Design, Calculation and Construction Principles of Steel Structures 2016. Additionally, columns specimens were modelled in Abaqus software. Conservative and consistent results were obtained from comparing experimental, analytical, and numerical results.
Yayın Dili
(dc.language.iso)
en
Tek Biçim Adres
(dc.identifier.uri)
http://hdl.handle.net/20.500.12498/5859
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