Structural Engineering and Mechanics

  • 제14권3호
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  • Pages.307-330
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  • 2002
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Predicting the failure modes of monotonically loaded reinforced concrete exterior beam-column joints

  • Bakir, Pelin G. (Faculty of Civil Engineering, Istanbul Technical University) ;
  • Boduroglu, Hasan M. (Faculty of Civil Engineering, Istanbul Technical University)
  • 투고 : 2001.10.16
  • 심사 : 2002.07.22
  • 발행 : 2002.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

This study aims at postulating a simple methodology for predicting the failure modes of monotonically loaded reinforced concrete beam-column joints. All the factors that affect the failure modes of joints are discussed in detail using an experimental database of monotonically loaded exterior beam-column joints. The relative contributions of the strut and truss mechanisms to joint shear strength are determined based on the test results. A simple design equation for the beam longitudinal reinforcement ratio for joints with low, medium and high amount of stirrups is developed. The factors influencing the failure modes of monotonically loaded exterior beam-column joints are investigated in detail. Design charts that predict the failure modes of exterior beam-column connections both with and without stirrups are developed. Experimental data are compared with the design charts. The results show that the simple methodology gives very accurate predictions of the failure modes.

키워드

참고문헌

  1. ACI-ASCE Committee 352R-91 (1998), "Recommendations for the design of beam-column joints in monolithic, reinforced concrete structures", ACI Manual of Concrete Practice: Part 3, Detroit, American Concrete Institute.
  2. Bakir, P.G. and Boduro lu, M.H. (2002a), "Earthquake risk and hazard mitigation in Turkey", Accepted for Publication in Earthquake Spectra EERI.
  3. Bakir, P.G. and Boduro lu, M.H. (2002b), "A new design equation for predicting the shear strength of monotonically loaded exterior beam-column joints", Eng. Struct. J., 24(8), 1105-1117, July, Elsevier Science. https://doi.org/10.1016/S0141-0296(02)00038-X
  4. BS8110: Structural use of concrete: Part 1 (1997), Code of practice for design and construction, London, British Standards Institution.
  5. CEB-FIP International Recommendations 1990. (1993), Thomas Telford, London.
  6. Collins, M.P. and Mitchell, D. (1991), Prestressed Concrete Structures, Prentice-Hall Publication, Englewood Cliffs.
  7. Eurocode 2. (1995), Design of concrete structures: Part 1: General rules and rules for buildings, London, British Standards Institution.
  8. Fuji, S. and Morita, S. (1991), "Comparison between interior and exterior reinforced concrete beam column joint behavior", ACI SP-123, US 145-165.
  9. Kordina, K. (1984), "Bewehrungsfuhrung in Ecken und Rahmenendknoten", Deutcher Ausschuss fur Stahlbeton, Heft 354
  10. Ortiz, R. (1993), "Strut and tie modeling of reinforced concrete short beams and beam column joints", PhD Thesis, University of Westminster.
  11. Pantazopoulou, S. and Bonacci, J. (1992), "Consideration of questions about beam-column joints", ACI Struct. J., 89(1).
  12. Park, R. and Paulay, T. (1975), Reinforced Concrete Structures, John Wiley & Sons, US.
  13. Parker, D.E. and Bullman, P.J.M. (1997), "Shear strength within reinforced concrete beam - column joints", The Structural Engineer, 75(4), 53-57.
  14. Scott, R.H. (1992), "The effects of detailing on RC beam column connection behavior", The Structural Engineer, 70(18), 318-324.
  15. Scott, R.H. and Hamill, S.J. (1998), "Connection zone strain in reinforced concrete beam column connections", Proc. the 11th Int. Conf. on Experimental Mechanics, Oxford, UK, 65-69.
  16. Taylor, H.P.J. (1974), "The Behavior of insitu concrete beam column joints", Technical Report 42.492, Cement and Concrete Association.
  17. Vollum, R.L. (1998), "Design and analysis of exterior beam column connections", PhD Thesis, Imperial College, London.

피인용 문헌

  1. Evaluation of the influence of the column axial load on the behavior of monotonically loaded R/C exterior beam–column joints through numerical simulations vol.30, pp.4, 2008, https://doi.org/10.1016/j.engstruct.2007.06.005
  2. Seismic resistance and mechanical behaviour of exterior beam-column joints with crossed inclined bars vol.16, pp.4, 2003, https://doi.org/10.12989/sem.2003.16.4.493
  3. Shear strength of reinforced concrete beam-column joints with crossed inclined bars vol.140, 2017, https://doi.org/10.1016/j.engstruct.2017.02.072
  4. Nonlinear analysis of beam–column joints using softened truss model vol.33, pp.2, 2006, https://doi.org/10.1016/j.mechrescom.2005.09.002
  5. Seismic resistance of exterior beam-column joints with non-conventional confinement reinforcement detailing vol.30, pp.6, 2008, https://doi.org/10.12989/sem.2008.30.6.733
  6. Mechanical behaviour and non-linear analysis of short beams using softened truss and direct strut & tie models vol.27, pp.4, 2005, https://doi.org/10.1016/j.engstruct.2004.12.003
  7. On the Automatic Generation of Strut and Tie Patterns under Multiple Load Cases with Application to the Aseismic Design of Concrete Structures vol.13, pp.6, 2010, https://doi.org/10.1260/1369-4332.13.6.1167