Steel and Composite Structures

  • 제18권4호
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  • Pages.1001-1021
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  • 2015
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Ultimate strength behavior of steel-concrete-steel sandwich beams with ultra-lightweight cement composite, Part 2: Finite element analysis

  • Yan, Jia-Bao (Department of Civil and Environmental Engineering, National University of Singapore) ;
  • Liew, J.Y. Richard (Department of Civil and Environmental Engineering, National University of Singapore) ;
  • Zhang, Min-Hong (Department of Civil and Environmental Engineering, National University of Singapore)
  • 투고 : 2013.12.13
  • 심사 : 2014.10.21
  • 발행 : 2015.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Ultra-lightweight cement composite (ULCC) with a compressive strength of 60 MPa and density of $1,450kg/m^3$ has been developed and used in the steel-concrete-steel (SCS) sandwich structures. This paper investigates the structural performances of SCS sandwich composite beams with ULCC as filled material. Overlapped headed shear studs were used to provide shear and tensile bond between the face plate and the lightweight core. Three-dimensional nonlinear finite element (FE) model was developed for the ultimate strength analysis of such SCS sandwich composite beams. The accuracy of the FE analysis was established by comparing the predicted results with the quasi-static tests on the SCS sandwich beams. The FE model was also applied to the nonlinear analysis on curved SCS sandwich beam and shells and the SCS sandwich beams with J-hook connectors and different concrete core including ULCC, lightweight concrete (LWC) and normal weight concrete (NWC). Validations were also carried out to check the accuracy of the FE analysis on the SCS sandwich beams with J-hook connectors and curved SCS sandwich structure. Finally, recommended FE analysis procedures were given.

키워드

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  3. Steel-HSC composite beams with partial shear connection and miniaturized limited-slip-capacity connectors 2017, https://doi.org/10.1002/stco.201710024
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  9. Investigation of the Behaviour of Steel-Concrete-Steel Sandwich Slabs with Bi-Directional Corrugated-Strip Connectors vol.10, pp.23, 2020, https://doi.org/10.3390/app10238647
  10. Ultimate strength behavior of steel plate-concrete composite slabs: An experimental and theoretical study vol.37, pp.6, 2015, https://doi.org/10.12989/scs.2020.37.6.741