Steel and Composite Structures

  • 제2권4호
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  • Pages.247-258
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  • 2002
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Experimental studies on the material properties of high-strength bolt connection at elevated temperatures

  • Li, Guo-Qiang (Department of Civil Engineering, Tongji University) ;
  • Yin, Ying-Zhi (Department of Civil Engineering, Tongji University) ;
  • Li, Ming-Fei (Department of Civil Engineering, Tongji University)
  • 발행 : 2002.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

The high-temperature material properties of steel are very important to the fire resistance analysis of high-strength bolt connections. This paper reports on the results of the experimental studies on the high-temperature properties of 20 MnTiB steel which is widely used in high-strength bolts, and the friction coefficient of 16Mn steel plates at elevated temperature which is a necessary parameter for bolted frictional connection analysis. The test data includes yield strength, limit strength, modulus of elasticity, elongation and expansion coefficient of 20MnTiB steel at elevated temperature, and the friction coefficients between two 16Mn steel plates under elevated temperatures and after cooling. Based on the data from the tests, the mathematical models for predicting the mechanical properties of 20MnTiB steel and friction coefficients of 16Mn steel plates have been established.

키워드

참고문헌

  1. ASCE Manuals and Reports on Engineering Practice No. 78, Structural Fire Protection, Published by ASCE, New York.
  2. BSI (1990), Structural Use of Steelwork in Building, Part 8 Code of Practice for Fire Resistance Design. CEN (European Committee for Standardization) (1995), DAFT ENV 1993, Eurocode 3: Design of Steel Structures.
  3. Crozier, D. A. & Wong, M. B. (1993), "Elastoplastic analysis of steel frames at elevated temperatures", 13th Australian Conference on the Mechanics of Structures and Materials, University of Wollongong
  4. ECCS (1983), European Recommendations for the Fire Safety of Steel Structures.
  5. Li, Guo-Qiang, Jiang, Shou-Chao, Lin, Gui-Xiang (1999), Fire Resistant Calculation and Design of Steel Structures, China Construction Industry Publisher.
  6. Lu, Zhou-Dao (1989), "Research on the fire response of reinforced concrete beam", Doctor Thesis of Tongji University, Tongji University.
  7. Lv, Tong-Guang (1996), "Experimental investigation of strength and deformation of reinforcing bars under hightemperature", Master thesis of Qinghua University, Qinghua University.
  8. Sakumoto, Y. Keira, K. Furumura, F. Ave, T. (1993), "Tests of fire-resistant bolts and joints", J. Struct. Eng., 119(11).
  9. Sun, Jin-Xiang, Gao, Wei (1994), General Fire Resistant Design of Constructions, Tianjin Technology Translation Publisher.
  10. Tan, Wei (1998), "Analysis on the mechanic properties of steel and structure response of steel frame at hightemperature", Master Thesis of Tongji University, Tongji University.

피인용 문헌

  1. Numerical study of a steel sub-frame in fire vol.86, pp.15-16, 2008, https://doi.org/10.1016/j.compstruc.2008.01.006
  2. Numerical Modelling of the Influence of Joint Typologies on the 3D Behaviour of a Steel Sub-Frame Under a Natural Fire vol.46, pp.1, 2010, https://doi.org/10.1007/s10694-009-0099-3
  3. Mechanical properties of heat-treated high tensile structural steel at elevated temperatures vol.98, 2016, https://doi.org/10.1016/j.tws.2015.04.010
  4. Behavior of Steel Column-Trees under Fire Conditions vol.144, pp.9, 2018, https://doi.org/10.1061/(ASCE)ST.1943-541X.0002135