Structural Engineering and Mechanics

  • 제5권6호
  • /
  • Pages.743-754
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  • 1997
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Path-dependent three-dimensional constitutive laws of reinforced concrete -formulation and experimental verifications-

  • Maekawa, Koichi (Department of Civil Engineering, University of Tokyo) ;
  • Irawan, Paulus (School of Civil and Structural Engineering, Nanyang Technological University) ;
  • Okamura, Hajime (Department of Civil Engineering, University of Tokyo)
  • 발행 : 1997.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

A three-dimensional constitutive modeling for reinforced concrete is presented for finite element nonlinear analysis of reinforced concrete. The targets of interest to the authors are columns confined by lateral steel hoops, RC thin shells subjected to combined in-plane and out-of-plane actions and massive structures of three-dimensional (3D) extent in shear. The elasto-plastic and continuum fracture law is applied to pre-cracked solid concrete. For post cracking formulation, fixed multi-directional smeared crack model is adopted for RC domains of 3D geometry subjected to monotonic and reversed cyclic actions. The authors propose a new scheme of decomposing stress strain fields into sub-planes on which 2D constitutive laws can be applied. The proposed model for 3D reinforced concrete is experimentally verified in both member and structural levels under cyclic actions.

키워드

참고문헌

  1. An, X., Maekawa, K. and Okamura, H. (1997), "Numerical simulation of size effect in shear strength of RC beams", J. Mat. Conc. Struct. Pav. JSCE, 564(V-35), 297-316.
  2. Hsu, T.T.C. (1993), Unified Theory of Reinforced Concrete, CRC Press, Boca Ration, FL.
  3. Irawan, P. and Maekawa, K. (1995), "Path-dependent nonlinear model of reinforced concrete shells", Proc. of JCI, 17(2), 1263-1268.
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  11. Sonobe, Y., Tanabe, S., Yokozawa, K. and Mishima, T. (1994), "Experimental study on size effect in pull-out shear using full size footings", Size Effect in Concrete Structures, E and FN Spon, 105-116.
  12. Stevens, N.J., Uzumeri, S.M. and Collins, M.P. (1986), "Analytical modeling of reinforced concrete subjected to monotomic and reversed loadings", Univ. of Toronto Report.
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피인용 문헌

  1. Modeling of structural performances under coupled environmental and weather actions vol.35, pp.10, 2002, https://doi.org/10.1007/BF02480352
  2. Analysis of RC Structures Subjected to Multi-Directional Shear Loads vol.11, pp.2, 2013, https://doi.org/10.3151/jact.11.22
  3. Seismic performance check and size effect FEM analysis of reinforced concrete vol.65, pp.2-3, 2000, https://doi.org/10.1016/S0013-7944(99)00122-8
  4. fib-news vol.3, pp.1, 2002, https://doi.org/10.1680/stco.2002.3.1.35
  5. Failure Analysis of Reinforced Concrete Shell Structures using Layered Shell Element with Pressure Node vol.128, pp.5, 2002, https://doi.org/10.1061/(ASCE)0733-9445(2002)128:5(655)
  6. Seismic analysis of underground reinforced concrete structures considering elasto-plastic interface element with thickness vol.28, pp.8, 2006, https://doi.org/10.1016/j.engstruct.2005.12.003
  7. Finite element failure analysis of reinforced concrete T-girder bridges vol.24, pp.2, 2002, https://doi.org/10.1016/S0141-0296(01)00107-9
  8. Nonlinear Seismic Response and Damage of Reinforced Concrete Ducts in Liquefiable Soils vol.7, pp.3, 2009, https://doi.org/10.3151/jact.7.439
  9. Seismic fracture analysis of concrete arch dams incorporating the loading rate dependent size effect of concrete vol.79, pp.2, 2021, https://doi.org/10.12989/sem.2021.79.2.169