Steel and Composite Structures

  • 제24권4호
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  • Pages.455-465
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Concrete-filled rectangular hollow section X joint with Perfobond Leister rib structural performance study: Ultimate and fatigue experimental Investigation

  • 투고 : 2016.11.24
  • 심사 : 2017.04.26
  • 발행 : 2017.07.20
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a series of ultimate and fatigue experimental investigation on concrete-filled rectangular hollow section (CRHS) X joints with Perfobond Leister rib (PBR) under tension. A total of 15 specimens were fabricated, in which 12 specimens were tested under ultimate tension and 3 specimens were investigated in fatigue test. Different parameters including PBR stiffening, brace-to-chord ratio (${\beta}$) and inclined angle (${\theta}$) were considered in the test. Each joint was tested to failure under tension load. Obtained from test result, PBR was found to improve the tension strength and fatigue durability of CRHS joint substantially. Concrete dowel consisted by PBR and concrete inside the chord stiffened the joint, which leaded to a combination failure mode of punching shear and chord plastification of CRHS joint under tension. Finite element analysis validated the compound failure mode. Stress concentration on typical spot of CRHS joint was mitigated by PBR which was observed from fatigue test. Initial fatigue crack presented in CRHS joint with PBR also differentiated with the counterpart without PBR.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

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피인용 문헌

  1. Failure Modes and Resistance of Perforated Steel Rib Shear Connectors under Uplift Forces vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/9041376
  2. Shear Performance Assessment of Sand-Coated GFRP Perforated Connectors Embedded in Concrete vol.12, pp.12, 2017, https://doi.org/10.3390/ma12121906
  3. Experimental and numerical analysis of the stress concentration factor for concrete-filled square hollow section Y-joints vol.23, pp.5, 2020, https://doi.org/10.1177/1369433219884462
  4. Flexural behavior of concrete-filled rectangular steel tubular (CFRST) trusses vol.36, pp.None, 2022, https://doi.org/10.1016/j.istruc.2021.11.049