Structural Engineering and Mechanics

  • 제9권1호
  • /
  • Pages.89-97
  • /
  • 2000
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Nonlinear analyses of axisymmetric reinforced concrete structures

  • Wang, Bing (Department of Aeronautical Engineering, University of Sydney) ;
  • Tong, Liyong (Department of Aeronautical Engineering, University of Sydney)
  • 발행 : 2000.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

A modified constitutive model has been developed for nonlinear finite element analysis of axisymmetric reinforced concrete structures, and then implemented into an existing finite element program. By comparing with the experimental results available, the present model has been validated.

키워드

참고문헌

  1. Cheung, M.S. and Li, W. (1990), "Finite strip method for materially nonlinear analysis of reinforced concrete slab", Computers and Structures, 35(5), 603-607. https://doi.org/10.1016/0045-7949(90)90388-I
  2. Huovinen, S. (1990), Action of I-stirrups in Punching Shear of Reinforced Concrete Slahs, Valtion Teknillinen Tutkimuskeskus, Tutkimuksia, 687, 66 (in Finnish).
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  9. Maekawa, K and Okamura, H. (1983), "The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model", Journal of Faculty of Engineering, University of Tokyo, 37(2).
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  12. Rangan, B.V. (1989), "Flexural design of reinforced concrete slabs in accordance with AS 3600", Transactions of the Institution of Engineers, Australia Civil Engineering, CE31(2), July, 79-85.
  13. Shehata, A.E. and Regan, P.E. (1989), "Punching in R.C. slabs", Journal of Structural Engineering, 115(7), July, 1726-1740. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:7(1726)
  14. Shima, H., Chou, L.L. and Okamura, H. (1987), "Micro and macro models for bond behavior in reinforced concrete", Journal of the Faculty of Engineering, University of Tokyo, 39(2).
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피인용 문헌

  1. Local–global analysis of cooling tower with cutouts vol.80, pp.27-30, 2002, https://doi.org/10.1016/S0045-7949(02)00250-X