Structural Engineering and Mechanics

  • 제67권2호
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  • Pages.207-217
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  • 2018
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Experimental and numerical investigation of strengthened deficient steel SHS columns under axial compressive loads

  • Shahraki, Mehdi (Department of Civil Engineering, University of Sistan and Baluchestan) ;
  • Sohrabi, Mohammad Reza (Department of Civil Engineering, University of Sistan and Baluchestan) ;
  • Azizyan, Gholam Reza (Department of Civil Engineering, University of Sistan and Baluchestan) ;
  • Narmashiri, Kambiz (Department of Civil Engineering, Zahedan Branch, Islamic Azad University)
  • 투고 : 2018.01.19
  • 심사 : 2018.04.24
  • 발행 : 2018.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

In past years, numerous problems have vexed engineers with regard to buckling, corrosion, bending, and overloading in damaged steel structures. This article sets out to investigate the possible effects of carbon fiber reinforced polymer (CFRP) and steel plates for retrofitting deficient steel square hollow section (SHS) columns. The effects of axial loading, stiffness, axial displacement, the position and shape of deficient region on the length of steel SHS columns, and slenderness ratio are examined through a detailed parametric study. A total of 14 specimens was tested for failure under axial compression in a laboratory and simulated using finite element (FE) analysis based on a numerical approach. The results indicate that the application of CFRP sheets and steel plates also caused a reduction in stress in the damaged region and prevented or retarded local deformation around the deficiency. The findings showed that a deficiency leads to reduced load-carrying capacity of steel SHS columns and the retrofitting method is responsible for the increase in the load-bearing capacity of the steel columns. Finally, this research showed that the CFRP performed better than steel plates in compensating the axial force caused by the cross-section reduction due to the problems associated with the use of steel plates, such as in welding, increased weight, thermal stress around the welding location, and the possibility of creating another deficiency by welding.

키워드

과제정보

연구 과제 주관 기관 : Islamic Azad University

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피인용 문헌

  1. Finite element simulation for steel tubular members strengthened with FRP under compression vol.72, pp.5, 2019, https://doi.org/10.12989/sem.2019.72.5.569