Steel and Composite Structures

  • 제17권5호
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  • Pages.735-751
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  • 2014
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behavior of gusset plate-T0-CCFT connections with different configurations

  • Hassan, M.M. (Faculty of Engineering (Steel Department), Cairo University) ;
  • Ramadan, H.M. (Faculty of Engineering (Steel Department), Cairo University) ;
  • Naeem, M. (Faculty of Engineering (Structural Department), Cairo University) ;
  • Mourad, S.A. (Faculty of Engineering (Steel Department), Cairo University)
  • 투고 : 2012.12.13
  • 심사 : 2014.04.16
  • 발행 : 2014.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Concrete-filled steel tube (CFT) composite columns, either circular (CCFT) or rectangular (RCFT), have many economical and aesthetic advantages but the behavior of their connections are complicated. This study aims to investigate, through an experimental program, the performance and behavior of different connections configurations between circular concrete filled steel tube columns (CCFT) and gusset plates subjected to shear and axial compression loadings. The study included seventeen connection subassemblies consisting of a fixed length steel tube and gusset plate connected to the tube end with different details tested under half cyclic loading. A notable effect was observed on the behavior of the connections due to its detailing changes with respect to capacity, failure mode, ductility, and stress distribution.

키워드

참고문헌

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피인용 문헌

  1. Inelastic buckling and post-buckling behavior of gusset plate connections vol.22, pp.2, 2016, https://doi.org/10.12989/scs.2016.22.2.411
  2. A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections vol.55, pp.1, 2015, https://doi.org/10.12989/sem.2015.55.1.205
  3. Experimental and numerical study of one-sided branch plate-to-circular hollow section connections vol.19, pp.4, 2015, https://doi.org/10.12989/scs.2015.19.4.877
  4. An Analytical Study of Square CFT Columns in Bracing Connection Subjected to Axial Loading vol.2018, pp.1687-8094, 2018, https://doi.org/10.1155/2018/8618937
  5. Study on the effects of various mid-connections of x-brace on frame behavior vol.12, pp.4, 2017, https://doi.org/10.12989/eas.2017.12.4.449
  6. Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates vol.2019, pp.None, 2014, https://doi.org/10.1155/2019/3798671
  7. Behavior of composite CFST beam-concrete column joints vol.37, pp.1, 2014, https://doi.org/10.12989/scs.2020.37.1.075
  8. Full-scale tests on two-story SCBFs with Through-Gusset Plate in brace-to-CFT column connections vol.187, pp.None, 2021, https://doi.org/10.1016/j.jcsr.2021.106946