Computers and Concrete

  • 제8권5호
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  • Pages.541-561
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  • 2011
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Modelling seismically repaired and retrofitted reinforced concrete shear walls

  • Cortes-Puentes, W. Leonardo (Department of Civil Engineering, University of Ottawa) ;
  • Palermo, Dan (Department of Civil Engineering, University of Ottawa)
  • 투고 : 2010.03.09
  • 심사 : 2010.09.08
  • 발행 : 2011.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The Finite Element Method (FEM) was employed to demonstrate that accurate simulations of seismically repaired and retrofitted reinforced concrete shear walls can be achieved provided a good analysis program with comprehensive models for material and structural behaviour is used. Furthermore, the analysis tool should have the capability to retain residual damage experienced by the original structure and carry it forward in the repaired and retrofitted structure. The focus herein is to provide quick, simple, but reliable modelling procedures for repair and retrofitting strategies such as concrete replacement, addition of diagonal reinforcing bars, bolting of external steel plates, and bonding of external steel plates and fibre reinforced polymer sheets, thus illustrating versatility in the modelling. Slender, squat, and slender-squat shear walls were investigated. The modelling utilized simple rectangular membrane elements for the concrete, truss bar elements for the steel and FRP retrofitting materials, and bond-link elements for the bonding interface between steel or FRP to concrete. The analyses satisfactorily simulated seismic behaviour, including lateral load capacity, displacement capacity, energy dissipation, hysteretic response, and failure mode.

키워드

참고문헌

  1. Antoniades, K.K., Salonikios, T.N. and Kappos, A.J. (2003), "Cyclic tests on seismically damaged reinforced concrete walls strengthened using fiber-reinforced polymer reinforcement", ACI Struct. J., 100(4), 510-518.
  2. Antoniades, K.K., Salonikios, T.N. and Kappos, A.J. (2005), "Tests on seismically damaged reinforced concrete walls repaired and strengthening using fiber-reinforced polymers", J. Compos. Constr. - ASCE, 9(3), 236-246. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:3(236)
  3. Aprile, A., Spacone, E. and Limkatanyu, S. (2001), "Role of bond in RC beams strengthened with steel and FRP plates", J. Struct. Eng. - ASCE, 127(12), 1445-1452. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:12(1445)
  4. Arduini, M., Di Tommaso, A. and Nanni, A. (1997), "Brittle failure in FRP plate and sheet bonded beams", ACI Struct. J., 94(4), 363-370.
  5. Collins, M.P. and Porasz, A. (1989), "Shear design for high strength concrete", CEB Bulletin d'Information No. 193 - Design aspects of concrete, 75-83.
  6. Cortes-Puentes, W.L. (2009), "Nonlinear modelling and analysis of repaired and retrofitted shear walls", M.A.Sc. Thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Canada, 226pp.
  7. Eligehausen, R., Popov, E. and Bertero, V. (1983), "Local bond stress-slip relationship of deformed bars under generalized excitations", Report No. UCB/EERC-83/23, Earthquake Engineering Center, University of California, Berkeley.
  8. Elnashai, A.S. and Salama, A.I. (1992), "Selective repair and retrofitting techniques for RC structures in seismic regions", Research Report ESEE/92-2, Engineering Seismology and Earthquake Engineering Section, Imperial College, London, England.
  9. Elnashai, A.S. and Pinho, R. (1998), "Repair and retrofitting of RC walls using selective techniques", J. Earthq. Eng., 2(4), 525-568.
  10. Fiorato, A.E., Oesterle, R.G. and Corley, W.G. (1983), "Behavior of earthquake resistant structural walls before and after repair", J. Am. Concrete I., September-October 1983, 403-413.
  11. He, X.G. and Kwan, A.K.H. (2001), "Modeling dowel action of reinforcement bars for finite element analysis of concrete structures", Comput. Struct., 79(6), 595-604. https://doi.org/10.1016/S0045-7949(00)00158-9
  12. Kupfer, H., Hilsdorf, H.K. and Rusch, H. (1969), "Behavior of concrete under biaxial stress", J. Am. Concrete I., 66(8), 656-666.
  13. Li, Z.J., Balendra, T., Tan, K.H. and Kong, K.H. (2005), "Finite element modeling of cyclic behaviour of shear wall structure retrofitted using GFRP", SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures, ACI, 2005, 1305-1324.
  14. Palermo, D. and Vecchio, F.J. (2003), "Compression field modeling of reinforced concrete subjected to reversed loading: formulation", ACI Struct. J., 100(5), 616-625.
  15. Palermo, D. and Vecchio, F.J. (2007), "Simulation of cyclically loaded concrete structures based on the finiteelement method", J. Struct. Eng. - ASCE, 133(5), 728-738. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(728)
  16. Park, R., Priestley, M.J.N. and Gill, W.D. (1982), "Ductility of square-confined concrete columns", J. Struct. Eng. - ASCE, 108 (4), 929-950.
  17. Popovics, S. (1973), "A numerical approach to the complete stress-strain curve of concrete", Cement Concrete Res., 3(5), 583-599. https://doi.org/10.1016/0008-8846(73)90096-3
  18. Richart, F.E., Brandtzaeg, A. and Brown, R.L. (1928), "A study of the failure of concrete under combined compressive stresses", Bulletin No.185, University of Illinois Engineering Experimental Station, Urbana, Illinois, 104pp.
  19. Salonikios, T.N., Kappos, A.J., Tegos, I.A. and Penelis, G.G. (1999), "Cyclic load behavior of low-slenderness reinforced concrete walls: design basis and test results", ACI Struct. J., 96(4), 649-660.
  20. Sato, Y. and Vecchio, F.J. (2003), "Tension stiffening and crack formation in reinforced concrete members with fiber-reinforced polymer sheets", J. Struct. Eng. - ASCE, 129(6), 717-724. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(717)
  21. Seckin, M. (1981), "Hysteretic behaviour of cast-in-place exterior beam-column-slab subassemblies", Ph.D. Thesis, Department of Civil Engineering, University of Toronto, Toronto, Canada, 266pp.
  22. Smith, G.M. and Young, L.E. (1955), "Ultimate theory in flexure by exponential function", J. Am. Concrete I., 52(11), 349-359.
  23. Taghdi, M., Bruneau, M. and Saatcioglu, M. (2000a), "Analysis and design of low-rise masonry and concrete walls retrofitted using steel strips", J. Struct. Eng. - ASCE, 126(9), 1026-1032. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1026)
  24. Taghdi, M., Bruneau, M. and Saatcioglu, M. (2000b), "Seismic retrofitting of low-rise masonry and concrete walls using steel strips", J. Struct. Eng. - ASCE, 126(9), 1017-1025. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1017)
  25. Vecchio, F.J. (1992), "Finite element modeling of concrete expansion and confinement", J. Struct. Eng. - ASCE, 118(9), 46-56.
  26. Vecchio, F.J. (1999), "Towards cyclic load modelling of reinforced concrete", ACI Struct. J., 96(2), 193-202.
  27. Vecchio, F.J. (2000a), "Analysis of shear-critical reinforced concrete beams", ACI Struct. J., 97(1), 102-110.
  28. Vecchio, F.J. (2000b), "Disturbed stress field model for reinforced concrete: formulation", J. Struct. Eng. - ASCE, 126(9), 1070-1077. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1070)
  29. Vecchio, F.J. and Bucci, F. (1999), "Analysis of repaired concrete structures", J. Struct. Eng. - ASCE, 125(6), 644-652. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:6(644)
  30. Vecchio, F.J. and Collins, M.P. (1986), "The modified compression-field theory for reinforced concrete elements subjected to shear", J. Am. Concrete I., 83(2), 219-231.
  31. Vecchio, F.J. and Collins, M.P. (1993), "Compression response of cracked reinforced concrete", J. Struct. Eng. - ASCE, 119(12), 3590-3610. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3590)
  32. Vecchio, F.J. and Lai, D. (2004), "Crack shear-slip in reinforced concrete elements", J. Adv. Concrete Technol., 2(3), 289-300. https://doi.org/10.3151/jact.2.289
  33. Vintzeleou, E.N. and Tassios, T.P. (1987), "Behavior of dowels under cyclic deformations", ACI Struct. J., 84(1), 18-30.
  34. Wong, P.S. and Vecchio, F.J. (2002), "VecTor2 and formworks user's manual", Technical Report, Civil Engineering, University of Toronto, Toronto, Canada.

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  2. SMA tension brace for retrofitting concrete shear walls vol.140, 2017, https://doi.org/10.1016/j.engstruct.2017.02.045
  3. Research Summary of Strengthening RC Shear Walls vol.501-504, pp.1662-7482, 2014, https://doi.org/10.4028/www.scientific.net/AMM.501-504.969
  4. Performance of pre-1970s squat reinforced concrete shear walls pp.1208-6029, 2018, https://doi.org/10.1139/cjce-2017-0595
  5. Modeling of Concrete Shear Walls Retrofitted with SMA Tension Braces pp.1559-808X, 2018, https://doi.org/10.1080/13632469.2018.1452804
  6. Experimental investigation of retrofitted shear walls reinforced with welded wire mesh fabric vol.70, pp.2, 2011, https://doi.org/10.12989/sem.2019.70.2.133
  7. Influence of steel fibers on the static and blast response of beams built with high-strength concrete and high-strength reinforcement vol.221, pp.None, 2011, https://doi.org/10.1016/j.engstruct.2020.111031
  8. Seismic performance of concrete walls reinforced by high-strength bars: cyclic loading test and numerical simulation vol.48, pp.11, 2011, https://doi.org/10.1139/cjce-2019-0570
  9. Numerical Modelling of Reinforced Concrete Slender Walls Subjected to Coupled Axial Tension-Flexure vol.15, pp.1, 2021, https://doi.org/10.1186/s40069-021-00471-y