Advances in concrete construction

  • 제11권5호
  • /
  • Pages.429-445
  • /
  • 2021
  • /
  • 2287-5301(pISSN)
  • /
  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Economic construction management of composite beam using the head stud shear connector with encased cold-formed steel built-up fix beam via efficient computer simulation

  • Yin, Jinzhao (Zhejiang Tongji Vocational College of Science and Technology) ;
  • Tong, Huizhi (Zhejiang Tongji Vocational College of Science and Technology) ;
  • Gholizadeh, Morteza (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Selmi, Abdellatif (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Roco-Videla, Angel (Programa Magister en ciencias quimico-biologicas. Facultad de Ciencias de la Salud. Universidad Bernardo O'Higgins) ;
  • Issakhov, Alibek (Al-Farabi Kazakh National University)
  • 투고 : 2019.10.05
  • 심사 : 2021.04.21
  • 발행 : 2021.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

With regard to economic efficiency, composite fix beams are widely used to pass longitudinal shear forces across the interface. The current knowledge of the composite beam load-slip activity and shear capability are restricted to data from measurements of push-off. Modelling and analysis of the composite beams based on Euro-code 4 regarding to shear, bending, and deflection under differing loads were carried out using Finite Element through an efficient computer simulation and the final loading and sections capacity based on the failure modes was analysed. In bending, the section potential was increased by an improvement of the strength in both steel and concrete, but the flexural and compressive resistance growth is very weak (3.2% 3.1% and 3.0%), while the strength of the concrete has increased respectively from 25 N/mm2 to 30, 35, and 40 N/mm2 compared to the increment of steel strength by 27% and 21% when it was raised from 275 to 355 and 460 N/mm2, respectively. It was found that the final flexural load capacity of fix beams was declined with increase in the fix beam span for both three steel strength. The shear capacity of sections was remained unchanged at constant steel strength and different length, but raised with final yield strength increment of steel sections by 29%, and 67% when it was raised from 275 N/mm2 to 355 N/mm2 and 460 N/mm2, respectively.

키워드

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