Steel and Composite Structures

  • 제1권1호
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  • Pages.97-110
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  • 2001
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Behaviour and design of structural steel pins

  • Bridge, R.Q. (School of Engineering and Industrial Design, University of Western Sydney) ;
  • Sukkar, T. (School of Engineering and Industrial Design, University of Western Sydney) ;
  • Hayward, I.G. (School of Engineering and Industrial Design, University of Western Sydney) ;
  • van Ommen, M. (School of Engineering and Industrial Design, University of Western Sydney)
  • 발행 : 2001.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Architectural steel structures with visible tension and compression members are becoming more prevalent as a popular form of construction that reflects the nature of the resistance to the applied loads. These members require the use of structural steel pins at their ends to ensure either axial tension or axial compression in the members. Structural pins have been used as a means of connection for centuries and it would appear that their behaviour is relatively well understood. However, the rules for the design of pins vary quite considerably from code to code and this has caused some confusion amongst consulting structural engineers operating internationally. To provide some insight into this problem, a comprehensive testing program has been carried to examine the influence of parameters such as pin diameter, material properties of the pin, thickness of the loading plates, material properties of the loading plates and the distance of the pin to the edge of the loading plates. The modes of failure have been carefully examined. Based on this study, modifications to current design procedures are proposed that properly take into account the different possible modes of failure.

키워드

참고문헌

  1. AISC (1993), AISC-LRFD Load and Resistance Factor Design Specification for Structural Steel Buildings, Second Ed., American Institute of Steel Construction, Chicago.
  2. SAA Standards Association of Australia (1990), AS4100-1990 Steel Structures, Standards Australia, Sydney.
  3. SAA Standards Association of Australia (1991), AS1391-1991 Methods for Tensile Testing of Metals, Standards Australia, Sydney.
  4. BSI (1990), Structural Use of Steel in Buildings British Standard BS5950-1990, British Standards Institution, London.
  5. CEN (1992), Eurocode 3-1992 ENV 1993-1-1 Design of Steel Structures Part1.1: General Rules and Rules for Buildings, European Committee for Standardization, Brussels.
  6. Hayward, I.G. and Van Ommen, M. (1992), "Pins in steel structures", Bachelor of Engineering Thesis, University of Sydney.
  7. Sukkar, T. (1998), "Pins in steel structures", Bachelor of Engineering Thesis, University of Western Sydney, Nepean.

피인용 문헌

  1. Wear Degree Quantification of Pin Connections Using Parameter-Based Analyses of Acoustic Emissions vol.18, pp.10, 2018, https://doi.org/10.3390/s18103503
  2. Numerical and experimental parametric study of ultimate behavior of eye-bars vol.2, pp.2, 2007, https://doi.org/10.1556/Pollack.2.2007.2.7