Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Investigating the effect of bond slip on the seismic response of RC structures

  • Received : 2012.06.25
  • Accepted : 2013.05.11
  • Published : 2013.06.10
⟨ Previous Next ⟩

Abstract

It is reasonable to assume that reinforced concrete (RC) structures enter the nonlinear range of response during a severe ground motion. Numerical analysis to predict the behaviour therefore must allow for the presence of nonlinear deformations if an accurate estimate of seismic response is aimed. Among the factors contributing to inelastic deformations, the influence of the degradation of the bond slip phenomenon is important. Any rebar slip generates an additional rotation at the end regions of structural members which are not accounted for in a conventional analysis. Although these deformations could affect the seismic response of RC structures considerably, they are often neglected due to the unavailability of suitable models. In this paper, the seismic response of two types of RC structures, designed according to the Iranian concrete code (ABA) and the Iranian seismic code (2800), are evaluated using nonlinear dynamic and static analyses. The investigation is performed using nonlinear dynamic and static pushover analysis considering the deformations due to anchorage slip. The nonlinear analysis results confirm that bond slip significantly influences the seismic behavior of RC structure leading to an increase of lateral deformations by up to 30% depending on the height of building. The outcomes also identify important parameters affecting the extent of this influence.

Keywords

References

  1. Alsiwat, J.M., Ozcebe, G. and Saatcioglu, M. (1992), "Hysteretic behavior of anchorage slip in R/C members", Journal of Structural Engineering, ASCE ,118(9), 2439-2458. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:9(2439)
  2. Alsiwat, J.M. and Saatcioglu, M. (1992), "Reinforcement anchorage slip under monotonic loading", Journal of Structural Engineering, ASCE , 118(9), 2421-2438. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:9(2421)
  3. Ayoub, A. and Filippou, F.C. (1999), "Mixed formulation of bond-slip problems under cyclic loads", J. Struct. Eng., 125(6), 661-671. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:6(661)
  4. Drain-RC, (2006), "Inelastic analysis of R/C structures software", Inter-Tech Engineering Service, 1559 Alta Vista, Ottawa, Canada.
  5. Dominguez, N., Fernandez, M.A. and Ibrahimbegovic, A. (2010). "Enhanced solid element for modeling of reinforced concrete structures with bond-slip", Comput. Concrete, 7(4), 347-364. https://doi.org/10.12989/cac.2010.7.4.347
  6. Fallah, M.M. (2003), "Nonlinear dynamic analysis of concrete frames with considering anchorage slip", M.S. Thesis, Fredowsi University of Mashhad, Mashhad, Iran. (in Persian)
  7. Federal Emergency Management Agency (2000), "Prestandard and Commentary for Seismic Rehabilitation of Buildings", FEMA-356, Washington, D.C.
  8. Filippou, F.C., Popov, E.P. and Bertero, V.V. (1983), "Effect of bond deterioration on hysteretic behavior of reinforce concrete joints", Earthquake Engineering Research Center, University of California, Berkeley, Report No. EERC 83/19.
  9. Iranian Code of Practice for Design of Concrete Buildings (ABA), 3rd Edition (2001), Building and Hosing Research Center BHRC, Tehran, Iran. (in Persian)
  10. Iranian Code of Practice for Loading of Buildings, Standard No.519 (Revised Edition) (2001), Building and Hosing Research Center BHRC, Tehran, Iran. (in Persian)
  11. Iranian Code of Practice for Seismic Resistant Design of Buildings (1999), Standard No. 2800, 2nd Edition, Building and Hosing Research Center BHRC-PN S 253. (in Persian)
  12. Kwak, H.G. and Kim, J.K. (2006), "Implementation of bond-slip effect in analyses of RC frames under cyclic loads using layered section method", Journal of Engineering Structures, 28, 1715-1727. https://doi.org/10.1016/j.engstruct.2006.03.003
  13. Limkatanyu, S. and Spacone, E. (2002) "Reinforced concrete frame element with bond interfaces; Part I: Displacement-based,force-based, and mixed formulations", Journal of Structural Engineering, ASCE, 128, 346-355. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(346)
  14. Liu, Y. (2007), "A new method for steel-concrete composite beams considering interface slip", Struct. Eng., 23(5), 35-40
  15. Morita, S. and Kaku, T. (1984) "Slippage of reinforcement in beam-column joint of reinforced concrete frames", Proceeding of the 8th World Conference on Earthquake Engineering, San Francisco, 6, 477-484.
  16. Oh, B.H. and Kim, S.H. (2007), "Realistic models for local bond stress-slip of reinforced concrete under repeated loading", J. Struct. Eng., 133(2), 216-224. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:2(216)
  17. Otani, S. and Sozen, M. (1972), "Behavior of multistory reinforced concrete frames during earthquake", Structural Research Series No. 392, University of Illinois, Urbana, Illinois.
  18. Ozcebe, G. and Saatcioglu, M. (1989), "Hysteretic shear model for reinforced concrete members", Journal of Structural Engineering, ASCE, 115(1), 132-148. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:1(132)
  19. Sezen, H. and Setzler, E.J. (2008), "Reinforcement slip in reinforced concrete columns", ACI Structural Journal, 105(3), 280-289.
  20. Shang, F., An, X., Kawai, S. and Mishima, T. (2010), "Open-slip coupled model for simulating threedimensional bond behavior of reinforcing bars in concrete", Computers and Concrete, 7(5), 403-419. https://doi.org/10.12989/cac.2010.7.5.403
  21. Shi, Y.C. and Li, Z.X. (2009), "Bond slip modelling and its effect on numerical analysis of blast-induced responses of RC columns", Structural Engineering and Mechanics, 32(2), 251-267. https://doi.org/10.12989/sem.2009.32.2.251
  22. Shooshtari, A. (1998), "Seismic drift demands of reinforced concrete buildings", The Ph.D. Thesis, University of Ottawa in Civil Engineering, Canada.
  23. Takeda, T., Sozen, M.A. and Nilson, N.N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Div., ASCE, 96(4), 2557-2573.
  24. Wang, X. and Liu, X. (2009), "Predicting the flexural capacity of RC beam with partially unbonded steel reinforcement", Computers and Concrete, 6(3), 235-252. https://doi.org/10.12989/cac.2009.6.3.235
  25. Yalcin, C. and Saatcioglu, M. (2000), "Inelastic analysis of reinforced concrete columns", Computers and Structures, 77, 539-555. https://doi.org/10.1016/S0045-7949(99)00228-X

Cited by

  1. Investigation of bond-slip modeling methods used in FE analysis of RC members vol.56, pp.2, 2015, https://doi.org/10.12989/sem.2015.56.2.275
  2. Overview on the bonding of reinforced concrete under pristine, corrosive and freeze-thaw conditions pp.1568-5616, 2019, https://doi.org/10.1080/01694243.2018.1559439
  3. Bond properties of steel and sand-coated GFRP bars in Alkali activated cement concrete vol.75, pp.1, 2020, https://doi.org/10.12989/sem.2020.75.1.123