Structural Engineering and Mechanics

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Finite element implementation of a steel-concrete bond law for nonlinear analysis of beam-column joints subjected to earthquake type loading

  • Fleury, F. (Civil Engineering Research Unit(URGC-Structures), National Institute of Applied Science (INSA of Lyon)) ;
  • Reynouard, J.M. (Civil Engineering Research Unit(URGC-Structures), National Institute of Applied Science (INSA of Lyon)) ;
  • Merabet, O. (Civil Engineering Research Unit(URGC-Structures), National Institute of Applied Science (INSA of Lyon))
  • Published : 1999.01.25
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Abstract

Realistic steel-concrete bond/slip relationships proposed in the literature are usually uniaxial. They are based on phenomenological theories of deformation and degradation mechanisms, and various pull-out tests. These relationships are usually implemented using different analytical methods for solving the differential equations of bond along the anchored portion, for particular situations. This paper justifies the concepts, and points out the assumptions underlying the construction and use of uniaxial bond laws. A finite element implementation is proposed using 2-D membrane elements. An application example on an interior beam-column joint illustrates the possibilities of this approach.

Keywords

References

  1. Barzegar, F. And Maddipudi, S. (1997), "Three-dimensional modeling of concrete structures. II: reinforced concrete", Journal of Structural Engineering, 123(10), October 1997, 1347-1356. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1347)
  2. Beer, G. (1985), "An isoparametric joint/interface element for finite elements analysis", International Journal for Numerical Methods in Engineering, (21), 585-600.
  3. Clement, J.-L. (1987), "Steel-concrete interface and behaviour of reinforced concrete structures - characterisation and modeling" , (In French: Interface acier-beton et comportement des structures en beton arme - caracterisation - modelisation.) Ph.D. Thesis of l'Universite Paris VI, France.
  4. De Groot, A.K, Kusters, G.M.A. and Monnier, T. (1981), "Numerical modelling of bond-slip behaviour", Heron Stevin-Lab & I.B.B.e. Inst. (Eds.) 26(lb).
  5. Del Toro Rivera, R (1988), "Behaviour of reinforced concrete beam-column joints under alternated loading.)". PhD. Thesis of: Ecole Nationale des Ponts et Chaussees. Paris, France.
  6. Eligehausen, R., Popov, E.P. and Bertero, V.V. (1983), "Local bond stress-slip relationships of deformed bars under generalized excitations", University of California, Berkeley, California, U.S.A, Report No. UCB/EERC-83/23.
  7. Fardis, M.N. (1991), "Member-type models for the nonlinear seismic response analysis of reinforced concrete structures", Experimental and Numerical Methods in Earthquake Engineering. J. Donea and P.M. Jones (eds.), ECSC, EEC, EAEC, Brussels and Luxembourg. Printed in the Netherlands, 247-280.
  8. Fleury, F., Merabet, O. and J.-M. Reynouard (1996-a), "A new semi-local approach for the Finite Element Modeling of Interior Reinforced Concrete Beam-Column Joints", Proceedings of the 11th World Conference on Earthquake Engineering, Acapulco, Mexico, June 23-28.
  9. Fleury, F. (1996-b), "Prediction of the behaviour of reinforced concrete structures subjected to seismic loading: Proposal of a global model for bearn/column joints integrating the behaviour of steel/ concrete bond" , (In English) PhD Thesis of Blaise Pascal - Clermont II University, France.
  10. Goodman, R.E. and John, C.S. (1977), "Numerical methods in Geotechnical Engineering", McGrawHill, USA, Desai, C.S. and Christian J.J. F-E. Analysis for discontinuous rocks, 148-175.
  11. Kobayashi, K. (1992), "Effect of bond and dowel action on shear capacity of RC beams", In: Earthquake Engineering, Tenth World Conference, Balkema-Rotterdam, 3101-3106.
  12. Leon, R.T. (1990), "Shear strength and hysteretic behaviour of interior beam-column joints", ACI Structural Journal, 87(1).
  13. Merabet, O., Djerroud, M., Heinfling, G. and Reynouard, J.M. (1995), "Integration in the Aster code of an elastoplastic concrete model including cracking", (In French: Integration d'un modele elastoplastique fissurable pour Ie beton dans Ie code Aster). Contrat EDF/DER, Rapport interme diaire 49, INSNl/943/001.
  14. Monti, G., Filippou, F.C. and Spacone, E. (1997), "Finite element for anchored bars under cyclic load reversals" , Journal of Structural Engineering, 123(5), May 1997, 614-623. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(614)
  15. Ngo, D. and Scordelis, A.C. (1967), "Finite element analysis of reinforced concrete beams", ACI Journal, 64(3), March 1967, 152-163
  16. Paulay, T. (1989), "Equilibrium criteria for reinforced concrete beam-column joints" , ACI Structural Journal, 86(6).
  17. Pijaudier-Cabot, G., Mazars, J. and Pulikowski, J. (1991), "Steel-concrete bond analysis with nonlocal continuous damage", ASCE Journal of Structural Engineering, 117(3).
  18. Sharma, K.G. and Desai, C.S. (1992), "Analysis and implementation of thin-layer element for interfaces and joints", ASCE Journal of Engineering Mechanics, 118(12).
  19. Viwathanatepa, S., Popov, E.P. and Bertero, V.V. (1979-a), Seismic Behaviour of Reinforced Concrete Interior Beam-Column Subassemblages, Berkeley, California, U.S.A, University of California, Report No. UCB/EERC-79/14.
  20. Viwathanatepa, S., Popov, E.P. and Bertero, V.V. (1979-b), Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Confined Concrete Blocks, University of California, Berkeley, California, U.S.A, Report NUCB/EERC-79/22.
  21. Wong, P.K.C., Priestley, M.J.N. and Park, R. (1990), "Seismic resistance of frames with vertically distributed longitudinal reinforcement in beams" , ACI Structural Journal, 87(4).

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