Computers and Concrete

  • 제4권2호
  • /
  • Pages.135-156
  • /
  • 2007
  • /
  • 1598-8198(pISSN)
  • /
  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

3D nonlinear mixed finite-element analysis of RC beams and plates with and without FRP reinforcement

  • Hoque, M. (Department of Civil Engineering, The University of Manitoba) ;
  • Rattanawangcharoen, N. (Department of Civil Engineering, The University of Manitoba) ;
  • Shah, A.H. (Department of Civil Engineering, The University of Manitoba) ;
  • Desai, Y.M. (Department of Civil Engineering, Indian Institute of Technology Powai)
  • 투고 : 2006.05.15
  • 심사 : 2007.02.05
  • 발행 : 2007.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Three 3D nonlinear finite-element models are developed to study the behavior of concrete beams and plates with and without external reinforcement by fibre-reinforced plastic (FRP). All three models are formulated based upon the 3D theory of elasticity. The stress model is modified from the element developed by Ramtekkar, et al. (2002) to incorporate material nonlinearity in the formulation. Both transverse stress and displacement components are used as nodal degrees-of-freedom to ensure the continuity of both stress and displacement components between the elements. The displacement model uses only displacement components as nodal degrees-of-freedom. The transition model has both stress and displacement components as nodal degrees-of-freedom on one surface, and only displacement components as nodal degrees-of-freedom on the opposite surface. The transition model serves as a connector between the stress and the displacement models. The developed models are validated by comparing the results of the analyses with an existing experimental result. Parametric studies of the effects of the externally reinforced FRP on the load capacity of reinforced concrete (RC) beams and concrete plates are performed to demonstrate the practicality and the efficiency of the proposed models.

키워드

참고문헌

  1. Abbas, H., Gupta, N. K., and Alam, M. (2004), "Nonlinear response of concrete beams and plates under impact loading", Int. J. Impact. Eng., 30, 1039-1053. https://doi.org/10.1016/j.ijimpeng.2004.06.011
  2. Al-Taan, S. A. and Ezzadeen, N. A. (1995), "Flexural analysis of reinforced fibrous concrete members using the finite element method", Comput. Struct., 56(6), 1065-1072. https://doi.org/10.1016/0045-7949(95)93124-8
  3. Bhatt, P. and Kader, M. A. (1998), "Prediction of shear strength of reinforced concrete beams by nonlinear finite element analysis", Comput. Struct., 68, 139-155. https://doi.org/10.1016/S0045-7949(98)00034-0
  4. Cerioni, R. and Mingardi, L. (1996), "Nonlinear analysis of reinforced concrete foundation plates", Comput. Struct., 61(1), 87-107. https://doi.org/10.1016/0045-7949(95)00399-1
  5. Ferreira, A. J. M., Camanho, P. P., Marques, A. T., and Fernandes, A. A. (2001), "Modeling of concrete beams reinforced with FRP re-bars", Comput. Struct., 53, 107-116. https://doi.org/10.1016/S0263-8223(00)00182-3
  6. Gibson, R.F. (1994), Principles of Composite Material Mechanics, McGraw-Hill.
  7. Hahn, H.T. and Tsai, S.W. (1973), "Nonlinear elastic behavior of unidirectional composite laminae", J. Compos. Mater., 7, 102-118. https://doi.org/10.1177/002199837300700108
  8. Hu, H.T., Lin, F-M., and Jan, Y-Y. (2004), "Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber-reinforced plastics", Comput. Struct., 63, 271-281. https://doi.org/10.1016/S0263-8223(03)00174-0
  9. Hu, H. T. and Schnobrich, W. C. (1990), "Nonlinear analysis of cracked reinforced concrete", ACI Struct. J., 87(2), 199-207.
  10. Jiang, J. and Mirza, F. A. (1997), "Nonlinear analysis of reinforced concrete slabs by a discrete finite element approach", Comput. Struct., 65(4), 585-592. https://doi.org/10.1016/S0045-7949(94)E0269-8
  11. Kwak, H. G. and Filippou, F. C. (1997), "Nonlinear FE analysis of R/C structures under monotonic loads", Comput. Struct., 65(1), 1-16. https://doi.org/10.1016/S0045-7949(96)00299-4
  12. Kwak, H. G. and Kim, S. P. (2002), "Nonlinear analysis of RC beams based on moment-curvature relation", Comput. Struct., 80, 615-628. https://doi.org/10.1016/S0045-7949(02)00030-5
  13. Nitereka, C. and Neale, K.W. (1999), "Analysis of reinforced concrete beams strengthened in flexure with composite laminates", Can. J. Civ. Eng., 26, 646-654. https://doi.org/10.1139/l99-026
  14. Phuvoravan, K. and Sotelino, D. (2005), "Nonlinear finite element for reinforced concrete slabs", J. Struct. Eng., 131(4), 643-649. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:4(643)
  15. Polak, M. A. and Vecchio F. J. (1993), "Nonlinear analysis of reinforced concrete shell", J. Struct. Eng., 119(12), 3439-3462. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3439)
  16. Ramtekkar, G. S., Desai, Y. M. and Shah, A. H. (2002), "Mixed finite element model for thick composite laminated plates", Mech. Adv. Mater. Struct., 9, 133-156. https://doi.org/10.1080/153764902753510516
  17. Ramtekkar, G. S., Desai, Y. M. and Shah, A.H. (2004). "First-ply failure of laminated composite plates - A mixed finite element approach", J. Reinf. Plast. Compos, 23(3), 291-315. https://doi.org/10.1177/0731684404031464
  18. Rattanawangcharoen, N. (2005), "First-ply failure analysis of laminated composite cylindrical panels", J. Reinf. Plast. Compos, 24(14), 1521-1537. https://doi.org/10.1177/0731684405051657
  19. Rattanawangcharoen, N. (2006), "An analysis of weakly bonded laminated cylindrical panels", J. Reinf. Plast. Compos, 25(15), 1611-1628. https://doi.org/10.1177/0731684406068402
  20. Saenz, L. P. (1964), "Discussion of 'Equation for the stress-strain curve of concrete' by Desayi, P. and Krishnan, S", ACI J., 61(9), 1229-1235.
  21. Shahawy, M. A., Arockiasamy, M., Beitelman, T., and Sowrirajan, R. (1996), "Reinforced concrete rectangular beams strengthened with CFRP laminates", Compos: Part B, 27B, 225-233.
  22. Supaviriyakit, T., Pornpongsaroj, P., and Pimanmas, A. (2004), "Finite element analysis of FRP-strengthened RC beams", Songklanakarin J. Sci. Tech., 26(4), 497-507.
  23. Vecchio, F. J. (1989), "Nonlinear finite element analysis of reinforced concrete membranes", ACI Struct. J., 86(1), 26-35.

피인용 문헌

  1. A 3D finite element model for reinforced concrete structures analysis vol.4, pp.4, 2011, https://doi.org/10.1590/S1983-41952011000400002
  2. Shear strengthening of reinforced concrete beams by means of vertical prestressed reinforcement vol.12, pp.3, 2016, https://doi.org/10.1080/15732479.2015.1019893
  3. Modeling of nonlinear cyclic response of shear-deficient RC T-beams strengthened with side bonded CFRP fabric strips vol.8, pp.2, 2007, https://doi.org/10.12989/cac.2011.8.2.193
  4. An efficient materially nonlinear finite element model for reinforced concrete beams based on layered global-local kinematics vol.229, pp.3, 2018, https://doi.org/10.1007/s00707-017-2081-3