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Original Articles

Nonlinear cyclic behavior of 2D complex RC structures by a plastic-damage concrete model with smeared reinforcement approach

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Pages 4979-4992 | Received 15 Mar 2021, Accepted 14 Jun 2021, Published online: 28 Jun 2021

References

  • H. Beiraghi, A. Kheyroddin, and M. A. Kafi, Nonlinear fiber element analysis of a reinforced concrete shear wall subjected to earthquake records, Iran. J. Sci. Technol. Trans. Civil Eng., vol. 39, no. C2, pp. 409–422, 2015. DOI: 10.22099/IJSTC.2015.3510.
  • M. Fischinger, K. Rejec, and T. Isaković. Modeling inelastic shear response of RC walls, The 15th Wolrd Conference on Earthquake Engineering, Lisbon, 2012.
  • H. Jiang and Y. C. Kurama, Analytical modeling of medium-rise reinforced concrete shear walls, ACI Struct. J., vol. 107, no. 4, pp. 400–410, 2010.
  • P. Martinelli and F. C. Filippou, Simulation of the shaking table test of a seven-story shear wall building, Earthquake Eng. Struct. Dyn., vol. 38, no. 5, pp. 587–607, 2009. DOI: 10.1002/eqe.897.
  • L. M. Massone, K. Orakcal, and J. W. Wallace, Shear-flexure interaction for structural walls, ACI Special Publ., vol. 236, pp. 127–150, 2006.
  • J. Mazars, et al., Using multifiber beams to account for shear and torsion. Applications to concrete structural elements, Comput. Methods Appl. Mech. Eng., vol. 195, no. 52, pp. 7264–7281, 2006. DOI: 10.1016/j.cma.2005.05.053.
  • A. Saritas and F. C. Filippou, Analysis of RC walls with a mixed formulation frame finite element, Comput. Concr., vol. 12, no. 4, pp. 519–536, 2013. DOI: 10.12989/cac.2013.12.4.519.
  • D. Darwin and D. A. Pecknold, Analysis of RC shear panels under cyclic loading, J. Struct. Div., vol. 102, no. 2, pp. 355–369, 1976. DOI: 10.1061/JSDEAG.0004282.
  • F. J. Vecchio, Nonlinear finite element analysis of reinforced concrete membranes, ACI Struct. J., vol. 86, no. 1, pp. 26–35, 1989.
  • F. J. Vecchio, Reinforced concrete membrane element formulations, J. Struct. Eng., vol. 116, no. 3, pp. 730–750, 1990. DOI: 10.1061/(ASCE)0733-9445(1990)116:3(730).
  • H. Okamura and K. Maekawa, Nonlinear Analysis and Constitutive Models of Reinforced Concrete, Giho-do Press, Tokyo, Japan, 1991.
  • F. J. Vecchio, Disturbed stress field model for reinforced concrete: formulation, J. Struct. Eng., vol. 126, no. 9, pp. 1070–1077, 2000. DOI: 10.1061/(ASCE)0733-9445(2000)126:9(1070).
  • T. T. C. Hsu and R. R. H. Zhu, Softened membrane model for reinforced concrete elements in shear, ACI Struct. J., vol. 99, no. 4, pp. 460–469, 2002. DOI: 10.1016/j.engstruct.2009.02.038.
  • M. Mansour and T. Hsu, Behavior of reinforced concrete elements under cyclic shear. I: experiments, J. Struct. Eng., vol. 131, no. 1, pp. 44–53, 2005. DOI: 10.1061/(ASCE)0733-9445(2005)131:1(44).
  • L. Tesser, F.C. Filippou, D.A. Talledo, R. Scotta, and R. Vitaliani,, Nonlinear analysis of R/C panels by a two parameter concrete damage model, ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme, Corfu, Greece, 2011.
  • R. Faria, J. Oliver, and M. Cervera, Modeling material failure in concrete structures under cyclic actions, J. Struct. Eng., vol. 130, no. 12, pp. 1997–2005, 2004. DOI: 10.1061/(ASCE)0733-9445(2004)130:12(1997).
  • L. Tesser and D. A. Talledo, Efficient membrane element for cyclic response of RC panels, Comput. Concr., vol. 20, no. 3, pp. 351–360, 2017. DOI: 10.12989/cac.2017.20.3.351.
  • J. Y. Wu, J. Li, and R. Faria, An energy release rate-based plastic-damage model for concrete, Int. J. Solids Struct., vol. 43, no. 3-4, pp. 583–612, 2006. DOI: 10.1016/j.ijsolstr.2005.05.038.
  • R. Scotta, D.A. Talledo, L. Tesser, and A. Saetta,, Non-linear behaviour modelling of RC panels subjected to in-plane loads, IV European Conference on Computational MEchanics, ECCM 2010, Paris, France, 2010, pp. 1–8.
  • L. Berto, A. Saetta, R. Scotta, and D. Talledo, A coupled damage model for RC structures: proposal for a frost deterioration model and enhancement of mixed tension domain, Constr. Build. Mater., vol. 65, pp. 310–320, 2014. DOI: 10.1016/j.conbuildmat.2014.04.132.
  • L. Berto, A. Saetta, D. A. Talledo, and R. Vitaliani, 2014. Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model, 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD, Barcelona, Spain, 2014.
  • L. Berto, A. Saetta, and D. Talledo, Constitutive model of concrete damaged by freeze-thaw action for evaluation of structural performance of RC elements, Constr. Build. Mater., vol. 98, pp. 559–569, 2015. DOI: 10.1016/j.conbuildmat.2015.08.035.
  • R. Faria, J. Oliver, and M. Cervera, A strain-based plastic viscous-damage model for massive concrete structures, Int. J. Solids Struct., vol. 35, no. 14, pp. 1533–1558, 1998. DOI: 10.1016/S0020-7683(97)00119-4.
  • J. Lee and G. L. Fenves, A plastic-damage concrete model for earthquake analysis of dams, Earthquake Eng. Struct. Dyn., vol. 27, no. 9, pp. 937–956, 1998. DOI: 10.1002/(SICI)1096-9845(199809)27:9 < 937::AID-EQE764 > 3.0.CO;2-5.
  • J. W. Ju, On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects, Int. J. Solids Struct., vol. 25, no. 7, pp. 803–833, 1989. DOI: 10.1016/0020-7683(89)90015-2.
  • W. B. Krätzig and R. Pölling, An elasto-plastic damage model for reinforced concrete with minimum number of material parameters, Comput. Struct., vol. 82, no. 15-16, pp. 1201–1215, 2004. DOI: 10.1016/j.compstruc.2004.03.002.
  • N. J. Stevens, S. M. Uzumeri, and M. P. Collins, Analytical modelling of reinforced concrete subjected to monotonic and reversed loadings, Toronto: Report Publication No. 87-1, 1987.
  • F. J. Vecchio and M. P. Collins, The modified compression-field theory for reinforced concrete elements subjected to shear, ACI Struct. J., vol. 83, no. 2, pp. 219–231, 1986.
  • Y. L. Mo and T. T. C. Hsu, ‘RC panel tests,’ Personal Communication. March 22, 2010. 2010.
  • A. H. Mattock, Shear transfer in concrete having reinforcement at an angle to the shear plane, Am. Concr. Inst. ACI Special Publ., vol. 42, pp. 17–42, 1974. DOI: 10.14359/18149.
  • A. Saritas, Mixed Formulation Frame Element for Shear Critical Steel and Reinforced Concrete Members, University of California, Berkeley, 2006.
  • J. Maier, and B. Thürlimann, Institut für Baustatik. Versuchsberichte. Bruchversuche an Stahlbetonscheiben. Birkhäuser Basel, Zürich, 1985.
  • Z. P. Bažant and B. Oh, Crack band theory of concrete, Mat. Constr., vol. 16, no. 3, pp. 155–177, 1983. DOI: 10.1007/BF02486267.
  • Z. Bazant and J. Planas, Fracture and Size Effect in Concrete and Other Quasibrittle Materiales, CRC Press LCC, Boca Raton, 1998, p. 616. DOI: 10.1201/9780203756799.
  • L. N. Lowes, D. E. Lehman, A. C. Birely, D. A. Kuchma, K. P. Marley, and C. R. Hart, Earthquake response of slender planar concrete walls with modern detailing, Eng. Struct., vol. 43, pp. 31–47, 2012. DOI: 10.1016/j.engstruct.2012.04.040.
  • A. Birely, C. Hart, K. Marley, L. Lowes, D. Lehman, and D. Kuchma, Seismic Behavior of Modern Reinforced Concrete Structural Walls (Specimen PW1), DesignSafe-CI, 2007. DOI: 10.4231/D3BG2H95G
  • J. Turgeon, C. Hart, K. Marley, A. Birely, D. Lehman, L. Lowes, and D. Kuchma, Seismic behavior of a modern reinforced concrete coupled wall (specimen CW1), 2013. DOI: 10.4231/d3z892f52.

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